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HomeMy WebLinkAboutRes 2016-02-144 City Hall Property Purchase - Anna GrainCITY OF ANNA, TEXAS RESOLUTION NO. 2016-02-144 (City Property Purchase) A RESOLUTION OF THE CITY OF ANNA, TEXAS AUTHORIZING THE CITY MANAGER TO EXECUTE A LAND PURCHASE AGREEMENT WITH CHRIS AND JACQUE CASHDOLLAR FOR THE PURCHASE OF LAND ON POWELL PARKWAY. WHEREAS, the City of Anna, Texas (the "City") has negotiated an agreement for the purchase of a 4.16 acre tract of land located on Powell Parkway (the "Property"), and; WHEREAS, the Property's size and proximity to existing City owned buildings make it an ideal location for the long-term expansion and construction of new city facilities as the City continues to grow, and; WHEREAS, such use of the Property is consistent with the City's recently adopted Downtown Master Plan and the City's current study regarding the future location of a new city hall, and; WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that the purchase of the Property will benefit the City and is in the best interests of the citizens of Anna; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Land Purchase Agreement. The City Council hereby approves the Land Purchase Agreement attached hereto as Exhibit 1, and authorizes, ratifies and approves the City Manager's execution of same. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to finalize, act under, and enforce the Agreement. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this the 9th day of February, 2016. ATTEST: Carrie L. Smith, City l``1t\llit''r1rlllfR0��`f/i • • ':'AP_FR VED: r ry �, /�,erist Mayor CITY OF ANNA, TEXAS RESOLUTION NO. 2016-02-144 PAGE 1 OF 1 Metes and Bounds Description: (4.165 Acres Being a tract of land, situated in the Henry Brantley Survey, Abstract No. 79, in the City of Anna, Collin County, Texas, and being all of Lot 6R, Block 3, of the ORIGINAL TOWN OF ANNA, TEXAS, an addition to the City of Anna, as recorded in Volume P, Page 278, of the Map Records, Collin County, Texas (M.R.C.C.T.), and also being all of Lots 6 and 7, Block 2, and a portion of an abandoned 20' Alley, as shown on the original Town of Anna plat, as recorded in Volume 21, Page 368, M.R.C.C.T., and being a portion of 6th Street, same also being all of that called 4.160 acre tract of land described by deed to Chris Cashdollar and Jacque Cashdollar, as recorded under Document No. 20091020001289220, of the Official Public Records, Collin County, Texas (O.P.R.C.C.T.), said tract being more particularly described as follows: BEGINNING at a 1/2" iron rod with a yellow plastic cap stamped "RPLS 5686" set (herein after referred to as a capped iron rod set), said corner being at the intersection of the southerly monumented line of 5th Street, and the easterly monumented line of State Highway No. 5, some being the northwesterly corner of said 4.160 acre tract, from which a 1/2" iron rod found bears, South 82°12'39" West, a distance of 1.30% Point of THENCE South 89.17'24" East, along the southerly monumented line of 5th Street, a distance of 458.00' to a capped iron rod Beginning set at the northeasterly corner of said 4.160 acre tract, same being the northeasterly corner of said Lot 6R, said corner also being in the center of an abandoned 20' Alley; c.I.R.s. THENCE South 00.45'48" West, along the easterly line of said 4.160 acre tract, a distance of 445.00' to a capped iron rod set, said corner being the most easterly southeast corner of said 4.160 acre tract; THENCE North 89°17'24" West, continuing over and across said abandoned 20' alley, same also being along the southerly line of said Lots 7 and 8, Block 2, same being the most easterly south line of said 4.160 acre tract, a distance of 110.00' to a 1/2" NO3°58'OS"E iron rod found, said corner being the southwesterly corner of said Lot 7; 250.401---- THENCE South 00.45'48" West, along the most southerly east line of said 4.160 acre tract, a distance of 14.00' to a 1/2" iron rod found, said corner being the most southerly southeast corner of said 4.160 acre tract, same being in the most westerly north line of that tract of land described by deed to Joiner Construction Co., as recorded in Volume 1952, Page 538 and Volume 2250, Page 244, of the Deed Records, Collin County, Texas (D.R.C.C.T.); THENCE North 89.17'24" West, along the common line between said Joiner Construction Co. and 4.160 acre tracts, a distance of 209.20' to a 1/2" iron rod found for the most southerly southwest corner of said 4.160 acre tract, same being the southeasterly corner of a tract of land described by deed to the City of Anna, dated September 29, 1976, as mentioned in Volume 2250, Page ► 0 244, D.R.C.C.T.; I THENCE North 00.45'48" East, partially along the easterly line of said City of Anna tract, and also partially along the easterly o line of a tract of land described by deed to the City of Anna, as recorded in Volume 4868, Page 6683, D.R.C.C.T., same being the most southerly west line of said 4.160 acre tract, a distance of 209.00' to a 1/2" iron rod found for the northeasterly C corner of said City of Anna (Vol. 4868, Pg. 6683) tract, same being an "ell" corner of said 4.160 acre tract; L THENCE North 89.17'24" West, along the common line between said City of Anna (Vol. 4868, Pg. 6683) and 4.160 acre tract, a 1�y � distance of 152.80' to a 1/2" iron rod found for the northwesterly corner of said City of Anna (Vol. 4868, Pg. 6683) tract, same FJ.j being the most westerly southwest corner of said 4.160 acre tract, said corner also being in the aforementioned easterly z monumented line of State Highway No. 5; LD 0 THENCE North 03.58'05" East, along said State Highway No. 5, a distance of 250,40' to the POINT OF BEGINNING and rA containing 4.165 acres of land, more or less. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. LEGEND Wire Fence D4 WV Water Valve I71- Wood Fence O WM Water Meter 15, 31- Chain Link Fence -(�- Fire Hyrdrant ee- a� Concrete o ICV Irrigation Control Valve Asphalt oco Sanitary Sewer Cleanout Light Standard SSMH Sanitary Sewer Manhole E Guy Wire/Anchor (DSTMH Storm Drain Manhole fIJ Utility Pole ® GM Gas Meter ---- Overhead Wires ® GV Gas Valve 160 1. According to the Flood Insurance Rate Map of Collin County, Texas, Map No. 48085CO160J, Map Revised June 02, 2009, the herein described property is located in Zone "X", described by said map to be, "areas determined to be outside the 0.2% annual chance floodplain". 2. The surveyor has relied on the herein described subject deed with regard to any easements, restrictions, or rights -of -way affecting the above described Property. No additional research regarding said easements, restrictions or rights -of -way has been performed by the surveyor. 3. Bearings are based on the northerly line of that tract of land described by deed to Chris Cashdollar and Jacque Cashdollar, as recorded under Document No. 20091020001289220, of the Official Public Records, Collin County, Texas. 5th Street (called 80' right-of-way) L><WV --------------------- ° Gas Sign I j----------------------- WV -------z-�_°�- __-__-__ ____- - 00 s ° j � WM SIGN I.R.F. Bears 1/2" to 1 S82°12'39"W 1.30' ° a ° z_ ° gravel 148.4' CAR WASH pq w r � WM O 29.3' ®eiw y,. ^ i 29 3 METAL BUILDING I4 4 gravel I i II 29.4' I 29 5' METAL BUILDING II '1 C::7 II I� I gravel I ,1 I � METAL i F-1 BUILDING ! SIGN 129.1' rlh it 1/2" I.R.F. II N89017'24" 152.80' ILID 0 CO co 0 I:�: LO 0 Co r co 0 tPLO ILO co 0 CQ I 1/2" I.R.F. (C.M.) ��M•0F T� Surveyor's Certification: This survey was completed without the benefit of a current title commitment. •MICHAEL B. ARTHUR .................................. I, Michael B. Arthur, Registered Professional Land Surveyor in and for the State of Texas, hereby certify that the plat 1-4 5686 1 hereon represents an actual survey made on the ground and that all lines and dimensions shown are correct to the �9••`���ESSIQ.O best of my knowledge. There were no visible conflicts found during the time of this survey, except as shown. ••••...=SURD ®hfW ir) gravel 1 City of Anna Vol. 4868, Pg. 6683, D.R.C.C.T. k16. 1 - I N00045'48"E 209.00' H'- w Ea of w ° �a4 S89017'24"E 458.00' wv II Co � � C.I.R.S. - - - " 1/2" C.LR.F."Geer I S89°17'24"E 125.00' - Bears; N89°17'24"W 0.87' 1 I ' - I 2" I.P.F. Bears; I 945°20'53"W 1.26' 15' Utility Easement I ' I Lot 5 (Vol. P, Pg. 278) I � I I 10' Utility Easement I (Vol. P, Pg, 278) I 1 140,00' 1 I I I Lot 4 I I I I � i I I H Abandoned 20' Alley ------------------------ter I 1'I I o Lot 6R, Block 3 LO ORIGINAL TOWN OF 1 ANNA, TEXAS I Lot 3 Vol. P, Pg. 278, I I I D.R.C.C.T. I 1 I I I gravel - I I -- - - - - - - - - - - - - - - - - - - - - - cp ` �__ I ,1 I I 7.9' rn S0004548"W Lot 2 Chris Cashdollar and I I I Jacque Cashdollar 445=00r I \ ; I Document NO. i METAL • 20091020001289220, BUILDING O.P.R.C.C.T. I \ I ; i---------------------- 1 4.165 Acres gravel ' 7 9' Lot 1 1/2" I.R.F. Bears; _ - \ SO4°45'37"E 1.60' _ S89°17'24"E 125.00' z S89°17'24"E 126.45' ` 1/2" I.R.F. �I Co th treet IREMAR4DER OF It gravel I I I o ° (called rig t-of-way) I 6TH STREET l o 00 co IPA A 0 SSMH ° , I 01 I I -• ° I -- �. S89°17'24"E 135.00' (Deed) � I z �- - , _----T------- - - - - � I � 1/2" C.LR.F."Geer" w SILO Sko I Bears; 933°43'08"W 1.13' V1 I SIL01 I Lot 5 I City of Anna (September 29, 1976) per Vol. 2250, Pg. 244, 40 D.R.C.C.T. 1 cp "o N CIA 1/2" I.R.F. (C.M.) N89017'24"W 209.201 I I I I r- ---- - - - - -- - -- I I I I I I I gravel Overlap In Deeds I I (Shaded Portion) Lot 4 I j Lot 6 Lot 7 METAL 1/2" I.R.F. Joiner Construction Co. BUILT NG (C.M.) - - -Vol. 1-952,-Pg.-5-38 -and- - - o 1/2" I.R.F (C.M.) Joiner Construction Co. Vol. 1952, Pg. 538 and Vol. 2250, Pg. 244, D.R.C.C.T. - N89°17'24"W - 615.48' - 7th Street (called 80' right-of-way) IN - S89°17'2 100. Vol. 2250, Pg. 244, D.R.C.C.T. LO C.IAS. 7'2411 110. Lot 3 - - - - - - T - - - - - - - I I 1/2" I.R.F. Bears; I 980°31'59"W 1.02' OOb45'48"W I I o �4.00' I Lot 2 I I T I I I I I Q I Lot 8 i Lot 9 i - - - - - - - - - - - - - - - - - - - - -- - I I o I I I I o I I Q 1 Lot 1 140.00' I I I I I I I 1/2" I.R.F. (C.M.) Q O Q O W Z J ch w z w U LEGEND 401�j TEXAS ASSOCIATION OF REALTORS@ COMMERCIAL CONTRACT - IMPROVED PROPERTY USE OF THIS FORM BY PERSONS WHO ARE NOT MEMBERS OF THE TEXAS ASSOCIATION OF REALTORS@ IS NOT AUTHORIZED. ©Texas Association of REALTORS@, Inc. 2016 1. PARTIES: Seller agrees to sell and convey to Buyer the Property described in Paragraph 2. Buyer agrees to buy the Property from Seller for the sales price stated in Paragraph 3. The parties to this contract are: Seller: Chris Cashdollar, Jacque Cashdollar Address:9458 Deer Path Lane, Magnolia, TX 77354 Phone: E-mail: Fax: Other: Buyer: City of Anna Attn: City Manager Address:111 N. Powell Pkwv., Anna, TX 75409 Phone: (972) 924-3325 E-mail: psanders@annatexas . crov Fax: Other: 2. PROPERTY: A. "Property" means that real property situated in Collin County, Texas at 211 W. 5th Street Anna, TX 75409 (address) and that is legally described on the attached Exhibit or as follows: Anna Original Donation (CAN), Block 3, Lot 6R, Acres 0.6314 and ABS A0071 Henry Brantley Survey, Tract 11, 3.5286 Acres B. Seller will sell and convey the Property together with: (1) all buildings, improvements, and fixtures; (2) all rights, privileges, and appurtenances pertaining to the Property, including Seller's right, title, and interest in any minerals, utilities, adjacent streets, alleys, strips, gores, and rights -of -way; (3) Seller's interest in all leases, rents, and security deposits for all or part of the Property; (4) Seller's interest in all licenses and permits related to the Property; (5) Seller's interest in all third party warranties or guaranties, if transferable, relating to the Property or any fixtures; (6) Seller's interest in any trade names, if transferable, used in connection with the Property; and (7) all Seller's tangible personal property located on the Property that is used in connection with the Property's operations except: Any personal property not included in the sale must be removed by Seller prior to closing. (Describe any exceptions, reservations, or restrictions in Paragraph 12 or an addendum.) (If mineral rights are to be reserved an appropriate addendum should be attached.) (If the Property is a condominium, attach Commercial Contract Condominium Addendum (TAR-1930).) 3. SALES PRICE: At or before closing, Buyer will pay the following sales price for the Property: A. Cash portion payable by Buyer at closing ............................... $ 600, 0 M . 00 B. Sum of all financing described in Paragraph 4 ........................... $ C. Sales price (sum of 3A and 3B)........................................$ 600 , 000.00 (TAR-1801) 1-1-16 Initialed for Identification by Seller and Buyer Page 1 of 14 Elliott Properties, PO BOX 625 Anna, TX 75409 Phone: 972.658.9447 Fax: 9729244747 Paul Elliott Cashdollar Produced with zipForm® by zipLogix 18070 Fifteen Mile Road, Fraser, Michigan 48026 www.z!pLogix.com Commercial Contract - Improved Property concerning 211 W. 5th Street Anna, TX 75409 4. FINANCING: Buyer will finance the portion of the sales price under Paragraph 3B as follows: ❑ A. Third Party Financing: One or more third party loans in the total amount of $ This contract: ❑ (1) is not contingent upon Buyer obtaining third party financing. ❑ (2) is contingent upon Buyer obtaining third party financing in accordance with the attached Commercial Contract Financing Addendum (TAR-1931). ❑ B. Assumption: In accordance with the attached Commercial Contract Financing Addendum (TAR-1931), Buyer will assume the existing promissory note secured by the Property, which balance at closing will be $ ❑ C. Seller Financing: The delivery of a promissory terms of the attached Commercial Contract 5. EARNEST MONEY: note and deed of trust from Buyer to Seller under the Financing Addendum (TAR-1931) in the amount of A. Not later than 3 days after the effective date, Buyer must deposit $ 15, 000 . oo as earnest money wlthAl.legiance Title (title company) at 3301 Eldorado Pwy. #100 McKinney,'.PX 75070 (address) Hannah Jones (closer). If Buyer fails to timely deposit the earnest money, Seller may terminate this contract or exercise any of Seller's other remedies under Paragraph 15 by providing written notice to Buyer before Buyer deposits the earnest money. B. Buyer will deposit an additional amount of $ with the title company to be made part of the earnest money on or before: ❑ (i) days after Buyer's right to terminate under Paragraph 7B expires; or ❑ (ii) Buyer will be in default if Buyer fails to deposit the additional amount required by this Paragraph 5B within 3 days after Seller notifies Buyer that Buyer has not timely deposited the additional amount. C. Buyer may instruct the title company to deposit the earnest money in an interest -bearing account at a federally insured financial institution and to credit any interest to Buyer. 6. TITLE POLICY, SURVEY, AND UCC SEARCH: A. Title Policy: (1) Seller, at Seller's expense, will furnish Buyer an Owner's Policy of Title Insurance (the title policy) issued by any underwriter of the title company in the amount of the sales price, dated at or after closing, insuring Buyer against loss under the title policy, subject only to: (a) those title exceptions permitted by this contract or as may be approved by Buyer in writing; and (b) the standard printed exceptions contained in the promulgated form of title policy unless this contract provides otherwise. (2) The standard printed exception as to discrepancies, conflicts, or shortages in area and boundary lines, or any encroachments or protrusions, or any overlapping improvements: ❑ (a) will, not be amended or deleted from the title policy. M (b) will be amended to read "shortages in areas" at the expense of M Buyer ❑ Seller. (3) Within_ 14 days after the effective date, Seller will furnish Buyer a commitment for title insurance (the commitment) including legible copies of recorded documents evidencing title exceptions. Seller authorizes the title company to deliver the commitment and related documents to Buyer at Buyer's address. (TAR-1801) 1-1-16 Initialed for Identification by Seller and Buyer Page 2 of 14 Produced with zipForm@ by zipLogix 18070 Fifteen Mile Road, Fraser, Michigan 48026 www.zioLoaix_com Cashdollar Commercial Contract - Improved Property concerning 211 W. 5th Street Anna, TX 75409 B. Survey: Within 10 days after the effective date: M (1) Buyer will obtain a survey of the Property at Buyer's expense and deliver a copy of the survey to Seller. The survey must be made in accordance with the: (i) ALTA/AGSM Land Title Survey standards, or (ii) Texas Society of Professional Surveyors' standards for a Category 1A survey under the appropriate condition. Seller will reimburse Buyer zero (insert amount) of the cost of the survey at closing, if closing occurs. ❑ (2) Seller, at Seller's expense, will furnish Buyer a survey of the Property dated after the effective date. The survey must be made in accordance with the: (i) ALTA/ACSM Land Title Survey standards, or (ii) Texas Society of Professional Surveyors' standards for a Category 1A survey under the appropriate condition. ❑ (3) Seller will deliver to Buyer and the title company a true and correct copy of Seller's most recent survey of the Property along with an affidavit required by the title company for approval of the existing survey. If the existing survey is not acceptable to the title company, Seller, at Seller's expense, will obtain a new or updated survey acceptable to the title company and deliver the acceptable survey to Buyer and the title company within 20 days after Seller receives notice that the existing survey is not acceptable to the title company. The closing date will be extended daily up to 20 days if necessary for Seller to deliver an acceptable survey within the time required. Buyer will reimburse Seller (insert amount) of the cost of the new or updated survey at closing, if closing occurs. C. UCC Search: 0 (1) Within_ 14 days after the effective date, Seller, at Seller's expense, will furnish Buyer a Uniform Commercial Code (UCC) search prepared by a reporting service and dated after the effective date. The search must identify documents that are on file with the Texas Secretary of State and the county where the Property is located that relate to all personal property on the Property and show, as debtor, Seller and all other owners of the personal property in the last 5 years. ❑ (2) Buyer does not require Seller to furnish a UCC search. D. Buyer's Objections to the Commitment, Survey, and UCC Search: (1) Within_ 15 days after Buyer receives the commitment, copies of the documents evidencing the title exceptions, any required survey, and any required UCC search, Buyer may object to matters disclosed in the items if: (a) the matters disclosed are a restriction upon the Property or constitute a defect or encumbrance to title to the real or personal property described in Paragraph 2 other than those permitted by this contract or liens that Seller will satisfy at closing or Buyer will assume at closing; or (b) the items show that any part of the Property lies in a special flood hazard area (an "A" or "V" zone as defined by FEMA). If Paragraph 6B(1) applies, Buyer is deemed to receive the survey on the earlier of: (i) the date Buyer actually receives the survey; or (ii) the deadline specified in Paragraph 6B. (2) Seller may, but is not obligated to, cure Buyer's timely objections within 15 days after Seller receives the objections. The closing date will be extended as necessary to provide such time to cure the objections. If Seller fails to cure the objections by the time required, Buyer may terminate this contract by providing written notice to Seller within 5 days after the time by which Seller must cure the objections. If Buyer terminates, the earnest money, less any independent consideration under Paragraph 7B(1), will be refunded to Buyer. (3) Buyer's failure to timely object or terminate under this Paragraph 6D is a waiver of Buyer's right to object except that Buyer will not waive the requirements in Schedule C of the commitment. (TAR-1801) 1-1-16 Initialed for Identification by Seller and Buyer Page 3 of 14 Produced with zipForm@ by zipLogix 18070 Fifteen Mile Road, Fraser, Michigan 48026 www.zioLooix.com Cashdollar Commercial Contract - Improved Property concerning 211 W. 5th Street Anna, TX 75409 7. PROPERTY CONDITION: A. Present Condition: Buyer accepts the Property in its present condition except that Seller, at Seller's expense, will complete the following before closing: N/A B. Feasibility Period: Buyer may terminate this contract for any reason within 30 days after the effective date (feasibility period) by providing Seller written notice of termination. (Check only one box.) 0 (1) If Buyer terminates under this Paragraph 7B, the earnest money will be refunded to Buyer less $ 500.00 that Seller will retain as independent consideration for Buyer's unrestricted right to terminate. Buyer has tendered the independent consideration to Seller upon payment of the amount specified in Paragraph 5A to the title company. The independent consideration is to be credited to the sales price only upon closing of the sale. If no dollar amount is stated in this Paragraph 713(1) or if Buyer fails to deposit the earnest money, Buyer will not have the right to terminate under this Paragraph 7B. ❑ (2) Not later than 3 days after the effective date, Buyer must pay Seller $ N/A as independent consideration for Buyer's right to terminate by tendering such amount to Seller or Seller's agent. If Buyer terminates under this Paragraph 7B, the earnest money will be refunded to Buyer and Seller will retain the independent consideration. The independent consideration will be credited to the sales price only upon closing of the sale. If no dollar amount is stated in this Paragraph 7B(2) or if Buyer fails to pay the independent consideration, Buyer will not have the right to terminate under this Paraaraph 7B. C. Inspections, Studies, or Assessments: (1) During the feasibility period, Buyer, at Buyer's expense, may complete or cause to be completed any and all inspections, studies, or assessments of the Property (including all improvements and fixtures) desired by Buyer. (2) Seller, at Seller's expense, will turn on all utilities necessary for Buyer to make inspections, studies, or assessments. (3) Buyer must: (a) employ only trained and qualified inspectors and assessors; (b) notify Seller, in advance, of when the inspectors or assessors will be on the Property; (c) abide by any reasonable entry rules or requirements of Seller; (d) not interfere with existing operations or occupants of the Property; and (e) restore the Property to its original condition if altered due to inspections, studies, or assessments that Buyer completes or causes to be completed. (4) Except for those matters that arise from the negligence of Seller or Seller's agents, Buyer is responsible for any claim, liability, encumbrance, cause of action, and expense resulting from Buyer's inspections, studies, or assessments, including any property damage or personal injury. Buyer will indemnify, hold harmless, and defend Seller and Seller's agents against any claim involving a matter for which Buyer is responsible under this paragraph. This paragraph survives termination of this contract. D. Property Information: (1) Delivery of Property Information: Within 14 days after the effective date, Seller will deliver to Buyer: (Check all that apply.) (TAR-1801) 1-1-16 Initialed for Identification by Seller and Buyer Page 4 of 14 Produced with zipForm® by zipLogix 18070 Fifteen Mile Road, Fraser, Michigan 48026 www.zipLouix.com Cashdollar Commercial Contract - Improved Property concerning 211 W. 5th Street Anna, TX 75409 M (a) a current rent roll of all leases affecting the Property certified by Seller as true and correct; M (b) copies of all current leases pertaining to the Property, including any modifications, supplements, or amendments to the leases; 0 (c) a current inventory of all personal property to be conveyed under this contract and copies of any leases for such personal property; M (d) copies of all notes and deeds of trust against the Property that Buyer will assume or that Seller will not pay in full on or before closing; M (e) copies of all current service, maintenance, and management agreements relating to the ownership and operation of the Property; 123 (f) copies of current utility capacity letters from the Property's water and sewer service provider; M (g) copies of all current warranties and guaranties relating to all or part of the Property; M (h) copies of fire, hazard, liability, and other insurance policies that currently relate to the Property; 0 (i) copies of all leasing or commission agreements that currently relate to the tenants of all or part of the Property; ❑ (j) a copy of the "as -built" plans and specifications and plat of the Property; M (k) copies of all invoices for utilities and repairs incurred by Seller for the Property in the 24 months immediately preceding the effective date; 0 (1) a copy of Seller's income and expense statement for the Property from January 1, 2015 to December 31, 2015 ; I@ (m) copies of all previous environmental assessments, geotechnical reports, studies, or analyses made on or relating to the Property; 0 (n) real & personal property tax statements for the Property for the previous 2 calendar years; and ❑ (o) Tenant reconciliation statements including, operating expenses, insurance and taxes for the Property from to ;and ❑ (p) (2) Return of Property Information: If this contract terminates for any reason, Buyer will, not later than 10 days after the termination date: (Check all that apply.) 0 (a) return to Seller all those items described in Paragraph 7D(1) that Seller delivered to Buyer in other than an electronic format and all copies that Buyer made of those items; M (b) delete or destroy all electronic versions of those items described in Paragraph 7D(1) that Seller delivered to Buyer or Buyer copied; and 0 (c) deliver copies of all inspection and assessment reports related to the Property that Buyer completed or caused to be completed. This Paragraph 7D(2) survives termination of this contract. E. Contracts Affecting Operations: Until closing, Seller: (1) will operate the Property in the same manner as on the effective date under reasonably prudent business standards; and (2) will not transfer or dispose of any part of the Property, any interest or right in the Property, or any of the personal property or other items described in Paragraph 2B or sold under this contract. After the feasibility period ends, Seller may not enter into, amend, or terminate any other contract that affects the operations of the Property without Buyer's written approval. 8. LEASES: A. Each written lease Seller is to assign to Buyer under this contract must be in full force and effect according to its terms. Seller may not enter into any new lease, fail to comply with any existing lease, or make any amendment or modification to any existing lease without Buyer's written consent. Seller must disclose, in writing, if any of the following exist at the time Seller provides the leases to the Buyer or subsequently occur before closing: (1) any failure by Seller to comply with Seller's obligations under the leases; (TAR-1801) 1-1-16 Initialed for Identification by Seller and Buyer Page 5 of 14 Produced with zipForm® by zipLogix 18070 Fifteen Mile Road, Fraser, Michigan 48026 www.zii)Looix.com Cashdollar Commercial Contract - Improved Property concerning 211 W. 5th Street Anna, TX 75409 (2) any circumstances under any lease that entitle the tenant to terminate the lease or seek any offsets or damages; (3) any non -occupancy of the leased premises by a tenant; (4) any advance sums paid by a tenant under any lease; (5) any concessions, bonuses, free rents, rebates, brokerage commissions, or other matters that affect any lease; and (6) any amounts payable under the leases that have been assigned or encumbered, except as security for loan(s) assumed or taken subject to under this contract. B. Estoppel Certificates: Within 14 days after the effective date, Seller will deliver to Buyer estoppel certificates signed not earlier than February 10, 2016 by each tenant that leases space in the Property. The estoppel certificates must include the certifications contained in the current version of TAR Form 1938 — Commercial Tenant Estoppel Certificate and any additional information requested by a third party lender providing financing under Paragraph 4 if the third party lender requests such additional information at least 10 days prior to the earliest date that Seller may deliver the signed estoppel certificates. 9. BROKERS: A. The brokers to this sale are: Principal Broker: Elliott Properties Cooperating Broker: Agent: Paul Elliott Agent: Address: 104 S. Powell Pkwy. #A Address: 111 N. Powell Pkwy. Anna, TX 75409 Anna, TX 75409 Phone & Fax: (972) 658-9447 Phone & Fax: E-mail: jpelliott79@yahoo . com E-mail: License No.: 0541112 License No.: Principal Broker: (Check only one box.) Cooperating Broker represents Buyer. M represents Seller only. ❑ represents Buyer only. ❑ is an intermediary between Seller and Buyer. B. Fees: (Check only (1) or (2) below.) (Complete the Agreement Between Brokers on page 14 only if (1) is selected.) ❑ (1) Seller will pay Principal Broker the fee specified by separate written commission agreement between Principal Broker and Seller. Principal Broker will pay Cooperating Broker the fee specified in the Agreement Between Brokers found below the parties' signatures to this contract. ® (2) At the closing of this sale, Seller will pay: Principal Broker a total cash fee of: ® 3.000 % of the sales price. 11 Cooperating Broker a total cash fee of: ❑ % of the sales price. The cash fees will be paid in Coll:Ln County, Texas. Seller authorizes the title company to pay the brokers from the Seller's proceeds at closing. (TAR-1801) 1-1-16 Initialed for Identification by Seller and Buyer Page 6 of 14 Produced with zipFormO by zipLogix 18070 Fifteen Mile Road, Fraser, Michigan 48026 www.21DLoaix.com Cashdollar Commercial Contract - Improved Property concerning 211 W. 5th Street Anna, TX 75409 NOTICE. Chapter 62, Texas Property Code, authorizes a broker to secure an earned commission with a lien against the Property. C. The parties may not amend this Paragraph 9 without the written consent of the brokers affected by the amendment. 10. CLOSING: A. The date of the closing of the sale (closing date) will be on or before the later of: (1) ❑ days after the expiration of the feasibility period. 0 March 15, 2016 (specific date). El (2) 7 days after objections made under Paragraph 6D have been cured or waived. B. If either party fails to close by the closing date, the non -defaulting party may exercise the remedies in Paragraph 15. C. At closing, Seller will execute and deliver to Buyer, at Seller's expense, a 0general ❑special warranty deed. The deed must include a vendor's lien if any part of the sales price is financed. The deed must convey good and indefeasible title to the Property and show no exceptions other than those permitted under Paragraph 6 or other provisions of this contract. Seller must convey the Property: (1) with no liens, assessments, or Uniform Commercial Code or other security interests against the Property which will not be satisfied out of the sales price, unless securing loans Buyer assumes; (2) without any assumed loans in default; and (3) with no persons in possession of any part of the Property as lessees, tenants at sufferance, or trespassers except tenants under the written leases assigned to Buyer under this contract. D. At closing, Seller, at Seller's expense, will also deliver to Buyer: (1) tax statements showing no delinquent taxes on the Property; (2) a bill of sale with warranties to title conveying title, free and clear of all liens, to any personal property defined as part of the Property in Paragraph 2 or sold under this contract; (3) an assignment of all leases to or on the Property; (4) to the extent that the following items are assignable, an assignment to Buyer of the following items as they relate to the Property or its operations: (a) licenses and permits; (b) maintenance, management, and other contracts; and (c) warranties and guaranties; (5) a rent roll current on the day of the closing certified by Seller as true and correct; (6) evidence that the person executing this contract is legally capable and authorized to bind Seller; (7) an affidavit acceptable to the title company stating that Seller is not a foreign person or, if Seller is a foreign person, a written authorization for the title company to: (i) withhold from Seller's proceeds an amount sufficient to comply applicable tax law; and (ii) deliver the amount to the Internal Revenue Service together with appropriate tax forms; and (8) any notices, statements, certificates, affidavits, releases, and other documents required by this contract, the commitment, or law necessary for the closing of the sale and the issuance of the title policy, all of which must be completed and executed by Seller as necessary. E. At closing, Buyer will: (1) pay the sales price in good funds acceptable to the title company; (2) deliver evidence that the person executing this contract is legally capable and authorized to bind Buyer; (3) sign and send to each tenant in the Property a written statement that: (a) acknowledges Buyer has received and is responsible for the tenant's security deposit; and (b) specifies the exact dollar amount of the security deposit; (TAR-1801) 1-1-16 Initialed for Identification by Seller and Buyer Page 7 of 14 Produced with zipForm® by zipLogix 18070 Fifteen Mile Road, Fraser, Michigan 48026 www.zii)Lociix.com Cashdollar FOR THE BENEFIT OF CITY OF ANNA 111 NORTH POWELL PARKWAY ANNA, TEXAS 75409 RESTRICTED APPRAISAL REPORT OF THE 4.160 ACRES OF LAND LOCATED AT THE SOUTHEAST CORNER OF 5T" STREET AND SOUTH POWELL PARKWAY, CITY OF ANNA, COLLIN COUNTY, STATE OF TEXAS 75409 DATE OF VALUATION FEBRUARY 1, 2016 DATE OF REPORT FEBRUARY 4, 2016 PREPARED BY RYAN, HARTMANN, FRIEDEL CO. 6510 ABRAMS ROAD, SUITE 220 DALLAS, TEXAS 75231 RYAN, HARTMANN, FRIEDEL COMPANY REAL ESTATE APPRAISERS & CONSULTANTS STEPHEN F. RYAN, MAI February 4, 2016 City of Anna 111 North Powell Parkway Anna,Texas 75409 ATTN: Mr. Philip Sanders, City Manager RE: Restricted appraisal report of the 4.160 acres of land located at the southeast corner of South Powell Parkway (State Highway 5) and West 5t" Street, City of Anna, Collin County, Texas Dear Mr. Sanders: In accordance with your request and authorization, we have inspected the referenced property, conducted a detailed investigation, gathered pertinent data, and made certain analyses in order to form an opinion of market value. Our valuation conclusion is predicated under the assumption that the appraisal property is individually owned, under prudent management and responsible ownership, as of February 1, 2016. It should be noted that the appraisers have no interest, financial or otherwise, in the property. In addition, it should be noted that the employment of the appraisers and payment of the fee was not conditioned upon the appraisal producing a specific value, or value within a given range, or whether a loan application is approved or disapproved. Furthermore, future employment prospects are not dependent upon the appraisers producing a specified value. To the best of our knowledge, the following narrative appraisal report was prepared in compliance with: ➢ Title XI of the Federal Financial Institutions Reform, Recovery and Enforcement Act of 1989 (FIRREA), revised June 7, 1994; ➢ Appraisal Standards Regulations as set forth in 12 C.F.R. Part 225 (Regulation Y), Subpart G, Appraisal Standards for Federally Related Transactions (or any successor regulations); ➢ Interagency Appraisal and Evaluation Guidelines, issued December 10, 2010; ➢ 2016-2017 edition of the Uniform Standards of Professional Appraisal Practice of the Appraisal Foundation promulgated by the Appraisal Standards Board; ➢ Code of Professional Ethics and Standards of Professional Practice of the Appraisal Institute; and ➢ Standards of safe and sound banking practices. 6510 ABRAMS ROAD, SUITE 220 DALLAS, TEXAS 75231 (21 4) 340-9449 FAX: (21 4) 340-9957 E-MAIL: SFR@RHFCO.COM City of Anna February 4, 2016 Page 2 The ensuing Restricted Report is intended to comply with the reporting requirements set forth under Standards Rule 2-2(b) of the Uniform Standards of Professional Appraisal Practice (USPAP) for a Restricted Appraisal Report. Accordingly, it does not present discussions of the data, reasoning and analyses that were used in the appraisal process to develop the appraisers' opinion of value. The Restricted Appraisal Report is for client use only. As such, the report is not designed to address the needs of any third -party users. Supporting documentation concerning the data, reasoning, and analyses is retained our workfile and the reader is cautioned that the appraisers' opinions and conclusions that are set forth in the report cannot be understood properly without the additional information in the workfile. The depth of discussion contained in the appraisal report is specific to the needs of the City of Anna and for the intended use stated in the report. The appraisers are not responsible for unauthorized use of the report. All signatories of the ensuing report personally inspected the subject property, neighborhood and comparable properties. Stephen F. Ryan and Paul T. Hartmann are state certified real estate appraisers by the Texas Appraiser Licensing and Certification Board of the State of Texas as set forth by Section 1112 of the Financial Institutions Reform, Recovery and Enforcement Act of 1989, 12 C.F.R. Part 323 and state law. The subject property is identified as 4.160 acres of land. The appraisers have completed previous appraisals of similar type properties and are competent for this assignment. VALUATION CONCLUSION As a result of our investigation and analyses, it is our opinion that the market value of the subject property as if unimproved and ready for development, under market conditions existing on February 1, 2016, was: SIX HUNDRED FIFTY THOUSAND DOLLARS ($650,000) EXPOSURE TIME AND MARKETING PERIOD Based on supply and demand trends in the Anna commercial submarket, the marketing periods experienced by the comparable land sales, and conversations with local brokers and other informed participants, it is our opinion that the estimate of reasonable exposure time of the subject property would have been approximately 8 to 12 months. We foresee no significant changes in market conditions in the near term. Therefore, it is our opinion that the estimated marketing period of the subject property would also be about 8 to 12 months. This estimate assumes that an aggressive and professional marketing plan will be implemented by ownership and the selling price of the subject property will closely approximate our opinion of market value. City of Anna February 4, 2016 Page 3 EXTRAORDINARY ASSUMPTIONS An extraordinary assumption is defined as an assumption directly related to a specific assignment which, if found to be false, could alter the appraisers' opinions or conclusions. Extraordinary assumptions presume as fact otherwise uncertain information about physical, legal, or economic characteristics of the subject property; or about conditions external to the property such as market conditions or trends; or about the integrity of data used in an analysis. Reference is made to the Assumptions and Limiting Conditions presented in the accompanying report. There are a number of extraordinary assumptions that are critical to the value conclusion rendered in our appraisal. These assumptions are outlined as follows: ➢ A title policy was not provided to the appraisers during the preparation of the appraisal and the easements that we observed during our inspection are documented in the report. It is recommended that a title search be performed by a qualified professional in order to discover the encumbrances that influence the parcel. It is assumed that the site is not encumbered by any adverse easements or encroachments that would inhibit marketability and warrant modification of the appraised value. ➢ The appraisers were not provided with a metes and bounds survey of the subject site. According to the records of the Collin Central Appraisal District, the subject site contains approximately 4.160 acres of land area. It is recommended that a survey be performed by a qualified professional to verify the land area of the site. For valuation purposes, it is assumed that this land area estimate is accurate. These extraordinary assumptions directly relate to this specific appraisal assignment and, if found to be false, could alter the assignment results and our concluded appraised value. HYPOTHETICAL CONDITIONS A hypothetical condition is defined as a condition, directly related to a specific assignment, which is contrary to what is known by the appraisers to exist on the effective date of the assignment results, but is used for the purpose of analysis. ➢ The subject site is improved with a number of miscellaneous structures which may or may not add any contributory value to the site. As instructed, the appraisers have appraised the property as if unimproved and ready for development. This hypothetical condition assumes conditions contrary to what exist but are supposed for the purpose of this analysis. City of Anna February 4, 2016 Page 4 The accompanying report sets forth the identification of the property, the assumptions and limiting conditions, and a statement of the relevant facts about the region, neighborhood and appraisal property, comparable data, the results of our investigation and analyses, and the reasoning upon which the value opinion was based. Thank you for allowing us to be of service to you. Respectfully submitted, RYAN, HARTMANN, FRIEDEL CO. STEPHEN F. RYAN, MAI State Certified General Real Estate Appraiser Certification Number. TX-1320164-G PAUL ARTMANN, SENIOR ANALYST State C ified Residential Real Estate Appraiser Certification Number; TX-1326604-R TABLE OF CONTENTS ExecutiveSummary --------------------------------------------------------------------------------------------------------------- 1 INTRODUCTION RealEstate Appraised-----------------------------------------------------------------------------------------------------------2 Purposeof the Appraisal--------------------------------------------------------------------------------------------------------2 Definitionsof Value---------------------------------------------------------------------------------------------------------------2 InterestValued---------------------------------------------------------------------------------------------------------------------3 IntendedUse of Report----------------------------------------------------------------------------------------------------------3 IntendedUser of Report---------------------------------------------------------------------------------------------------------3 Scopeof Work ---------------------------------------------------------------------------------------------------------------------- 3 SignificantDates ------------------------------------------------------------------------------------------------------------------- 4 Statement of Prior Services Rendered---------------------------------------------------------------------------------------4 Coverage----------------------------------------------------------------------------------------------------------------------------4 Historyof Ownership-------------------------------------------------------------------------------------------------------------4 DESCRIPTION OF REAL ESTATE APPRAISED RegionalDescription -------------------------------------------------------------------------------------------------------------- 5 City and Neighborhood Description-------------------------------------------------------------------------------------------6 SiteDescription------------------------------------------------------------------------------------------------------------------15 RealEstate Taxes --------------------------------------------------------------------------------------------------------------- 17 HIGHEST AND BEST USE Highestand Best Use----------------------------------------------------------------------------------------------------------17 SUMMARY OF ANALYSES AND VALUATION ValuationProcess---------------------------------------------------------------------------------------------------------------18 SiteValuation --------------------------------------------------------------------------------------------------------------------- 19 RECONCILIATION AND VALUE CONCLUSION "As Is" Market Value------------------------------------------------------------------------------------------------------------21 Reasonable Exposure Time--------------------------------------------------------------------------------------------------22 Estimated Marketing Period --------------------------------------------------------------------------------------------------- 22 ADDENDUM Exhibit A — Qualifications of the Appraisers Exhibit B — Assumptions and Limiting Conditions Exhibit C — Certification Exhibit D — Maps and Graphics Exhibit E — Subject Photographs Exhibit F — Comparable Land Sales EXECUTIVE SUMMARY LOCATION: 211 West 5t' Street; southeast corner of South Powell Parkway (State Highway 5) and West 5th Street, City of Anna, Collin County, Texas MAPSCO: C22-J ZIP CODE: 75409 ASSESSMENT DATA: A. COLLIN CAD TAX ACCOUNTS 2657690 and 2532678 B. CUMULATIVE 2015 ASSESSED VALUE $535,074 C. DELINQUENT TAXES None PURPOSE OF THE APPRAISAL: Estimate the market value of the subject property as if unimproved and ready for development INTEREST VALUED: Fee simple interest DATE OF INSPECTION & VALUATION: February 1, 2016 PROPERTY INCLUSIONS: Real property PROPERTY EXCLUSIONS: Personal property SCHOOL DISTRICT: Anna Independent School District SITE DESCRIPTION: A. LAND AREA 4.160 acres (181,210 square feet) B. TOPOGRAPHY Fairly level and at street grade C. SHAPE Flag -shaped D. UTILITIES AVAILABLE ON -SITE All available E. FLOOD PLAIN DESIGNATION Zone X (unshaded), an area of minimal flooding outside the 500-year flood plain; Community Panel Number 48085C 0160 J, dated June 2, 2009 F. EASEMENTS AND ENCROACHMENTS None adverse noted G. FRONTAGE South Powell Parkway and West 5th Street H. ZONING C-1 (Commercial) HIGHEST AND BEST USE: Hold as a speculative investment over an interim period until market demand warrants the construction of a commercial development FINAL ESTIMATE OF MARKET VALUE: $650,000 VALUE ALLOCATION: A. REAL PROPERTY $650,000 B. FURNITURE, FIXTURES & EQUIPMENT 0 C. INTANGIBLE ASSETS + 0 D. TOTAL VALUE $650,000 REASONABLE EXPOSURE TIME: 8 to 12 months ESTIMATED MARKETING PERIOD: 8 to 12 months 1 INTRODUCTION REAL ESTATE APPRAISED — The subject property consists of a 4.160 acre tract of land located at the southeast corner of South Powell Parkway (State Highway 5) and 5tn Street in the City of Anna, Collin County, Texas. The parcel is legally described as: BEING LOT 6R, BLOCK 3 OF ANNA ORIGINAL DONATION AND PART OF THE HENRY BRANTLEY SURVEY, ABSTRACT 71, CITY OF ANNA, COLLIN COUNTY, STATE OF TEXAS PURPOSE OF THE APPRAISAL — The purpose of this appraisal is to estimate the market value of the 4.160- acre site as if unimproved and ready for development on the appraisal date, subject to the Assumptions and Limiting Conditions set forth in this appraisal. DEFINITIONS OF VALUE — Market value is defined by the federal financial institutions regulatory agencies as: the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1. Buyer and seller are typically motivated; 2. Both parties are well informed or well advised, and acting in what they consider their own best interests; 3. A reasonable time is allowed for exposure in the open market; 4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and 5. The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale.' Market value "as is" on the appraisal date is defined as: the value of the property in its present condition and under market conditions prevalent on the date of appraisal. No hypothetical conditions, assumptions or qualifications concerning the physical or legal aspects of the property are to be observed. 2 ' Board of Governors of the Federal Reserve System, Office of the Comptroller of the Currency, Federal Deposit Insurance Corporation, Office of Thrift Supervision, National Credit Administration and Resolution Trust Corporation, Federal Register (Volume 55, No. 163, August 22, 1990), effective September 21, 1990. 2 Appraisal Policies and Practices of Insured Institutions and Services Corporations, Federal Home Loan Bank Board, Final Rule, 12 CFR Parts 563 and 571, December 21, 1987. 2 INTEREST VALUED — The real property rights being appraised are the fee simple interest in the surface estate of the appraisal property, subject to any easements, zoning classifications, or other legal restrictions as noted in this report. The fee is considered as if unencumbered by any existing mortgages. Fee simple estate is defined as: absolute ownership unencumbered by any other interest or estate, subject only to the limitations imposed by the governmental powers of taxation, eminent domain, police power, and escheat.3 INTENDED USE OF REPORT — The intended use of the appraisal report is to provide information for use in making business decisions in conjunction with asset acquisition. This report is not intended for any other use. INTENDED USER OF REPORT — The report is intended for use only the City of Anna. Our client is the City of Anna. The appraisal has not and can not be re -addressed. Use of this report by others is not intended by the appraisers. SCOPE OF WORK — The scope of this Restricted Report is to focus on market conditions impacting the subject site and other factors that may have an effect on value. This assignment consisted of: ➢ inspecting the subject site and surrounding environs in Anna; ➢ gathering information on comparable land sales, pending contracts and current listings; ➢ confirming all comparable sales data with at least one party to the transactions; and ➢ analyzing the comparable information via the Sales Comparison Approach to value. Due to the data base of comparable land sales, the Sales Comparison Approach was determined to be the best approach to value because the available comparable data are sufficient to provide adequate analyses and credible results. The Cost Approach is inappropriate when there are no improvements on the parcel or when the existing improvements do not add any contributory value to the site. Similarly, the Income Capitalization Approach is not utilized when there are no known ground lease data to generate income. The elimination of these approaches is justified and does not diminish the credibility of the valuation analyses. The appraisal problem does not necessitate the use of all three approaches and the typical appraisal peer standard would not include all three approaches. The scope of work is fully identified under terms that do not violate the Uniform Standards of Professional Appraisal Practice. This Restricted Report is a brief recapitulation of the appraisers' data, analyses and conclusions. Supporting documentation is retained in our workfile. s Appraisal Institute, The Appraisal of Real Estate, 12th edition (Chicago: Appraisal Institute, 2001), p. 69. 3 SIGNIFICANT DATES — The value conclusion reported herein is subject to market conditions that existed as of the following dates: SIGNIFICANT DATES DATE OF INSPECTION February 1, 2016 DATE OF VALUATION February 1, 2016 DATE OF REPORT February 4, 2016 STATEMENT OF PRIOR SERVICES RENDERED — Stephen F. Ryan and Paul T. Hartmann have not performed any professional real estate services as appraisers or in any other capacity regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this current appraisal assignment. COVERAGE — The valuation conclusion in this appraisal cover real property only. Items of personal property are not included in the valuation analyses. HISTORY OF OWNERSHIP — According to the Collin Central Appraisal District, the current owner of record is Chris and Jacque Cashdollar who have owned the property for several years. Our research of the Collin County deed records confirmed that there have not been any deed transfers of the subject property over the last three years. However, the reader is cautioned that the appraisers have not conducted a title search and no warranty is implied. On the valuation date, the property was being marketed for sale by Mr. Paul Elliott with Elliott Properties (972- 924-2828) at a list price of $695,000. According to Mr. Elliott, the property has been listed for sale by his company for less than 12 months. The property was formerly under contract for $600,000 to an investor who planned to raze the existing improvements and redevelop the acreage with a mixed -use project. However, Mr. Elliott reported that the contract recently fell through and the property is back on the market. To the best of our knowledge, there were no agreements of sale, pending contracts or options on the property as of the valuation date. DESCRIPTION OF REAL ESTATE APPRAISED REGIONAL DESCRIPTION — The Dallas/Fort Worth region has a diversified economy, the population growth has been steady and there is an ample supply of housing and labor. Furthermore, the Metroplex has a well - developed transportation system which is attractive for residents. The D/FW area has emerged as the major financial, manufacturing and service center of the entire southwest region of the United States. This is directly attributable to its geographic location, the accessibility of its airport to international markets, the availability of qualified personnel and the quality of life. For these reasons, the appraisers would conclude that the future of the Metroplex is excellent. During 2008-2010, the U.S. economy was rocked by a series of bank failures. The credit crisis and slowing economy resulted in: ➢ slumping financial markets ➢ tougher mortgage qualification standards ➢ volatile drops in the stock market ➢ national layoffs in all sectors of the workforce and ➢ international currencies jumping and falling. In response, the U.S. government aggressively cut interest rates and pumped billions of dollars in liquidity into the financial systems to keep the supply of money from completely drying up. Furthermore, the U.S. Treasury's $700 billion plan to remove banks' troubled mortgage -related assets as well as taking equity stakes in banks stemmed the wave of banking failures. Due to renewed demand experienced in 2012-2015, homebuilders have worked down the overhang of unsold units and are well on their way to finding the new market equilibrium. As a result, the D/FW single family market displayed a noticeable reduction in the lot supply as of year-end 2015. The housing market appears to have stabilized and is exhibiting sustained growth. As a result, home sales are expected to carry on at a steady pace during the remainder of 2016. The speed of the economic recovery is a function of local employment increases and the Dallas/Fort Worth region has historically outperformed other major metros around the country in net job growth. As evidence of this, the region experienced net employment growth of 98,900 jobs during 2015. Thus, the appraisers would conclude that social, governmental and environmental forces impacting the region are favorable. Furthermore, the resurgence in the national economy coupled with dramatic employment expansion in the Dallas/Fort Worth region has fueled sustained housing growth. Industry analyst predict strong job and personal income gains, higher housing starts and home prices, and fewer bankruptcies in the Dallas/Fort Worth area during the remainder of 2016. Those gains will help offset a decline in consumer spending after the recent federal fiscal tightening. Dallas/Fort Worth job growth should be around 2.0% per annum during 2016, as compared with the U.S. average of 1.5%. Furthermore, the Dallas/Fort Worth unemployment rate is expected to dip below 4.0% during 2016, well below the U.S. average of 5.0%. As economic conditions improve, long-term prospects for value appreciation are good. 5 CITY AND NEIGHBORHOOD DESCRIPTION — A neighborhood is generally considered to be an area with conforming characteristics. It is defined as "a group of complementary land uses."4 The subject property is located within the corporate limits of the City of Anna. This community can be described as an extended neighborhood of the subject property. Overview - The City of Anna is part of North Central Collin County which is comprised of a number of rural communities including Melissa, Anna, Princeton, Farmersville and Blue Ridge. Anna is situated about 15 miles northeast of the City of McKinney, two miles south of Grayson County and five miles southwest of Fannin County. Anna is best described as a bedroom community predominantly comprised of single family residential housing. This sector of Collin County is in the growth stage of its life cycle and the predominant land usage is rural in character with numerous tracts being farmed or ranched. The ambience created by the rural atmosphere has served as an attraction for residents and the market for middle income housing appears to be most prevalent. According to the City of Anna, the 2015 population estimate of the municipality was 11,500 residents. The forecasted population growth over the next 10 years indicates that there will be steady demand for housing in the community in the foreseeable future. Due to the generally undeveloped status of the neighborhood, there is currently not sufficient residential population to support large-scale commercial, office or industrial facilities. Residents commute to employment centers, entertainment venues and shopping malls in alternate sectors of the region. Traffic Arteries - The major traffic arteries serving the City of Anna and surrounding neighbors are U.S. Highway 75, State Highway 121 and State Highway 5. *U.S. Highway 75 extends in a general north -south direction through North Central Collin County. This limited -access freeway provides direct linkage from Anna to the cities of Melissa, McKinney, Fairview, Allen, Plano, Richardson and Dallas. *State Highway 121 traverses in a northeast -southwest direction through the community. From the subject neighborhood, this controlled -access thoroughfare leads northeastward into Fannin County. To the southwest, State Highway 121 intersects with U.S. Highway 75. *State Highway 5 links Collin County on the south to Grayson County on the north. *After years of discussion, Collin County commissioners approved the route of the Outer Loop through North Central Collin County. The 45-mile project will commence at the Rockwall County line, just south of Nevada, and traverse north to an area just south of Anna before turning in an east -west direction and connecting with State Highway 289 with plans to eventually extend this right-of-way to Interstate Highway 35. 4 Ibid., p. 163. 0 Although construction of the highway is not scheduled to commence for several years, the route approval allows county officials to preserve the 500-foot wide right-of-way of land needed for the six -lane highway and six lanes of frontage roads. The future right-of-way will include 100 feet for a mass transit rail line. The first phase of the Outer Loop will be a 4-mile segment linking State Highway 121 on the southeast to U.S. Highway 75 on the northwest. Construction of the access lanes for the first segment commenced in January 2011 and was completed in August 2012. Residential Developments - Due to the northerly growth trend of the Dallas metro, the City of Anna is undergoing a substantial amount of single family construction. Ten subdivisions have opened during the last ten years and are platted for 2,498 single family lots. ♦Tara Farms is situated at the northwest corner of State Highway 5 and County Road 371. This addition was developed by Goff Homes and platted in four phases. Phases IN are open and contain 378 lots. The principal homebuilder in this subdivision is Goff Homes which is constructing residences in the $100,000 to $125,000 price range. ♦Oak Hollow Estates is located along the south side of F.M. 455, approximately 200 feet west of County Road 367. This subdivision contains six phases and is platted for 843 lots. Phases 1-III are built -out and improved with 423 homes. Phase IV is platted for 142 lots with single family residences which were constructed by Ryland Homes; price points ranged from about $100,000 to $150,000. Phase V was developed in mid-2007 with an additional 159 lots. LGI has started construction on Phase VI which is platted for 119 lots. ♦Phases 1-III of Creekside are situated at the northeast corner of Throckmorton Creek and F.M. 455. This community is platted for 230 lots and was developed by Trinity Enterprises. Opened in January 2003, Continental Homes constructed homes with "Cape Cod" architectural features. *Abutting the east perimeter of Creekside is The Falls which was completed in August 2003. Phases I and 2 contain 155 single family lots which are improved with residential housing. Pioneer Homes and Horizon Homes were the original homebuilders. Residences are currently being constructing by Bloomfield Homes in the $160,000 to $270,000 price range. *Willow Creek has frontage on the north side of F.M. 455, just west of State Highway 5. This community was developed in two phases on 52.265 acres and is platted for 243 residential lots. The homebuilder was Gehan Homes which constructed single family homes in the $110,000 to $160,000 price range. *West Crossing encompasses 305.014 acres on the north side of F.M. 455, just west of State Highway 5. The community is platted for a total of 1,240 residential lots and is being developed in phases. David Weekley Homes, Horizon Homes and Pioneer Homes constructed single family homes in the $115,000 to $160,000 price range in Phase 1 of West Crossing which is platted for 236 lots on 70.2596 acres. Residences ranging in price points from $160,000 to $250,000 are currently being constructed by Bloomfield Homes within Phases 2 and 3 which are improved with 107 lots. This 20.216-acre addition opened in July 2014 and was also developed by Bloomfield Homes. Bloomfield Homes recently broke ground on the horizontal infrastructure of Phase 4. This addition will consist of 63 single family lots on 17.937 acres of land area. 7 ♦Phase I of Pecan Grove Estates is platted for 173 single family lots that are located on the north side of Foster Crossing Road (County Road 366), just to the east of U.S. Highway 75. Developed by the Skorburg Company, homebuilders included Drees Custom Homes and Mercedes Homes. Homes with price points ranging from $130,000 to $180,000 are currently being constructed by D.R. Horton Homes. Upon build -out, this master -planned community will be improved with 1,164 single family homes. The Skorburg Company intends to break ground on Phase II of Pecan Grove Estates in the first quarter of 2016. The 30.387-acre tract is situated along the north side of Foster Crossing Road, about 3,000 feet east of Pecan Grove Drive and, upon completion of the Phase II addition, will be improved with 123 single family lots. ♦Situated in the northeast and southeast quadrants of the DART light rail right-of-way and Taylor Road (County Road 422) is Anna Town Crossing. Phase 1A is located at the south corner of Taylor Road and Sharp Street and consists of 106 single family lots on 22.608 acres of land area. Homebuilders include Windsor Homes and D.R. Horton Homes. Phase IA was completed in early -November 2015. Phase 2A is platted for 36 single family lots on 18.7 acres of land area. This addition came on-line in December 2015. Situated along the south side of County Road 422 and abutting the east side of the Anna Crossing Phase 1A site is a 35.005-acre tract of land that is owned by the Anna Independent School District. This acreage will be the location of a future public school. ♦Lennar Homes of Texas recently broke ground on Phase I of Avery Pointe. This subdivision is situated on 30.09 acres and platted for 89 single family lots. Avery Pointe has frontage on the north side of F.M. 455, just west of West Crossing, and will eventually contain 547 single family lots on 138.848 acres of land area. Commercial Developments - Anna Town Center is a mixed -use project which is situated at the southeast corner of F.M. 455 and County Road 367, just east of Oak Hollow Estates. The first phase has been improved with a neighborhood shopping center which is anchored by Brookshire's. The grocery store anchor bay contains 44,828 square feet of gross leasable area and is located on 6.010 acres. Pad sites are improved with McDonald's, Chicken Express and Independent Bank. In November 2013, CVS Pharmacy purchased a 1.8650-acre site at the northeast corner of U.S. Highway 75 and F.M. 455. The freestanding retail store was completed in 2015. During June 2015, Wal-Mart purchased 19.5352 acres adjacent to the northeast corner of U.S. Highway 75 and F.M. 455 which wraps the CVS site. Population Trends - The following table summarizes the historical growth trends impacting the City of Anna and Collin County. HISTORICAL POPULATION GROWTH 1980 1990 2000 2010 2015 COLLIN COUNTY 145,255 264,030 491,675 782,341 949,673 CITY OF ANNA 855 904 1,225 8,249 11,500 SOURCE: U.S. CENSUS BUREAU The City of Anna anticipates that the population will increase to 35,400 by 2030. The forecasted population growth is outlined in the following table: ANNA POPULATION PROJECTIONS YEAR POPULATION 2010 8,100 2015 12,800 2020 18,000 2025 20,200 2030 35,400 SOURCE: PLANNING AND DEVELOPMENT DEPARTMENT FIGURE 6 ANNA POPULATION PROJECTIONS 1940-2030 a0000 35000 35,tC' 3000, 25C__ Q aJ Z}=C 150:-0 13.00❑ 10000 50oC 2C9 5 a, 10❑ c SFF 1 225 19a= 19ZC 192C 'e80 ee0 -EAR `3DD 31 2= 2_ _ 203C SOURCE: 1940 — 2000 U.S. CENSUS & CITY ESTIMATE FOR 2010 -2030 0 Housing Trends - According to the North Central Texas Council of Governments, Collin County contains 304,082 housing units of which approximately 74% are single family structures. Total housing units are displayed in the following table: COLLIN COUNTY TOTAL HOUSING UNITS NUMBER % SINGLE FAMILY HOMES 224,766 73.9% MULTI -FAMILY 72,225 23.8% MOBILE HOME, TRAILER, OTHER 72091 2.3% TOTAL HOUSING UNITS 304,082 100.0% SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS According to the City of Anna, about 93% of the existing housing units in the municipality are single family residences. This information is outlined in the following table: CITY OF ANNA EXISTING HOUSING UNITS MULTI -FAMAI LY 2'f-0 MANUFACTURE ❑ HOUSING 5°` SINGLE-FAMILY 93°i-0 Source: Field Survey Conducted by Planning and ❑evelopment in 2009 10 The issuance of single family permits reflects the development trends of the City of Anna as depicted in the following table: SINGLE-FAMILY BUILDING PERMIT HISTORY NUMBER OF PERMITS 2001 20 2002 220 2003 380 2004 544 2005 522 2006 367 2007 153 2008 83 2009 11 2010 26 2011 92 2012 333 2013 295 2014 289 2015 276 SOURCE: CITY OF ANNA During the second half of 2007, the national and regional single family markets experienced a slowdown which resulted in temporarily abated demand for residential housing. This is evidenced by the number of permits issued between 2006 and 2009 which dramatically decreased from 367 to 11. It appears that housing demand bottomed -out during 2009-2010 and 1,009 permits were issued between 2011 and 2014. During 2015, 276 permits were issued. Permit levels should continue through 2016 due to the opening of Anna Town Crossing, Phase 4 of West Crossing and the recently opened Phase VI of Oak Hollow Estates. 11 According to a survey of residential home sale prices conducted by the MetroTex Association of Realtors, the subject neighborhood is identified as being part of the Anna submarket. During 2015, the average sales price of single family homes in the submarket was $188,557 with an average of 35 days on the market. Historical pre -owned housing trends are summarized in the following table: ANNA SINGLE FAMILY SUBMARKET 2013 SALES NUMBER OF SALES 358 AVERAGE SALES PRICE $153,000 AVERAGE SALES PRICE PSF $77 NEW LISTINGS 414 PENDING SALES 294 AVERAGE DAYS ON MARKET 47 MONTHS INVENTORY 2.4 2014 SALES NUMBER OF SALES 365 AVERAGE SALES PRICE $170,533 AVERAGE SALES PRICE PSF $85 NEW LISTINGS 454 PENDING SALES 311 AVERAGE DAYS ON MARKET 37 MONTHS INVENTORY 1.7 2015 SALES NUMBER OF SALES 474 AVERAGE SALES PRICE $188,557 AVERAGE SALES PRICE PSF $94 NEW LISTINGS 555 PENDING SALES 507 AVERAGE DAYS ON MARKET 35 MONTHS INVENTORY 1.3 SOURCE: Multiple Listing Service, MetroTex Association of Realtors The Anna submarket experienced an 11% increase in housing values from $170,533 in 2014 to $188,557 in 2015. The average price substantially escalated while the months' inventory and average days on the market decreased. The preceding table highlights a residential market that has recovered from the housing slowdown that was experienced during the economic recession. Fueled by strong economic growth, the housing market is in the midst of sustained expansion. 12 Public Schooling - The public school system is administered by the Anna Independent School District. For the 2015/2016 school year, 3,076 students were enrolled in 4 public schools which is a 30% increase over the 2012/2013 school year enrollment of 2,362 students. Enrollment information on the Anna Independent School District is summarized in the following table: ANNA PUBLIC SCHOOLS SCHOOLS ENROLLMENT ELEMENTARY SCHOOL 2 1,621 MIDDLE SCHOOL 1 668 HIGH SCHOOL 1 787 TOTAL 4 3,076 SOURCE: ANNA INDEPENDENT SCHOOL DISTRICT Due to the anticipated residential growth in the City of Anna, the residents of Anna passed an $89 million bond package in November 2005 for the construction of a new high school, renovation of the existing high school into a middle school, construction of an elementary school and future land purchases. The Anna school system opened a new elementary school for the fall 2007 school year. This money was granted from an older bond package. In early-2009, construction commenced on Phase 1 of the new high school which has an enrollment capacity of 1,800 students. The new high school is located near the existing high school and opened for the fall 2010 school year. Anna ISD enrollment growth since 2001 is illustrated in the following table: Gr&db IA�4l May42 May-03 May4 hl�45 May-06 May47 May42 May JuM10 Jun-11 May-12 Jun-13 Jun-14 Juo-16 Hov-16 EE 1 101 121 16 21 12 141 23 34 28 28 37 27 PF-bK 16 14 27 30 39 28 51 43 51 60 76 79 72 72 90 73 K 74 74 62 114 116 169 186 184 191 b05 216 213 263 229 234 223 1 56 65 79 Be 108 131 183 190 185 172 210 201 206 266 257 232 66 5$ 6d 10U 64 120 145 191 205 184 177 210 2 7 21$ 267 255 3 7D 64 7p 52 149 109 165 i191 209 M 175 174 21$ 210 249 262 4 66 75 71 77 99 120 136 1731 1601 1d0 ITS 208 169 181 2311 232 260 6 UZI 70 91 78 96 131 162 183 142 153 207 179 182 233 245 ELEM 401 427 470 629 661 527 1023 1101 117.5 11" 1275 1207 1349 1436 15" 1931 6 75 65 76 67 104 119 141 155 154 105 1" 179 208 194 206 248 7 71 75 77 62 102 130 132 164 151 151 179 14.3 193 209 197 216 8 69 73 76 96 9D 116 151 136 1fi0 M 162 192 160 202 222 206 MS 205 215 228 255 296 366 424 465 492 475 604 551 606 825 660 9 94 76 103 84 95 109 126 17 14r 192 167 153 184 162 218 230 10 79 83 72 101 93 104 113 120 143 134 146 14S 143 180 170 203 11 76 7a 94 E9 99 99 106 100 111 145 124 146 144 102 M 174 12 40 76 79 76 63 86 89 94 90 102 135 118 13.6 126 1"1 179 siaFP 2 a 1 SFKUN 7 $ 4 U 0 HS 2891 3121 3341 330 3431 3891 4331 498 496 W 581 671 61r us 717 787 1M W "— fI— 1--Ii f" 19*0 " fro 20". era sari arse 50 I- G% 9% 8%1 16%' 21.62%1 18.91%1 8.F2%' 4.55%1 2.3Ml 5.53% 2.3@%l 6.56%1 5.la% *M 10-7T%l 4.95% SOURCE: ANNA INDEPENDENT SCHOOL DISTRICT 13 Due to the anticipated population growth in the City of Anna, school officials forecast that over 4,700 students will be enrolled in the district for the fall 2017 school year. The Anna Independent School District is highly regarded with a good reputation in the Dallas/Fort Worth region. This deserved reputation has served to create additional demand for single family residences from homebuyers with school age children. Summary - North Central Collin County is characterized as being rural in character with numerous tracts being farmed or ranched. The existing residential development is not adequate to support large-scale commercial, office or industrial uses at this time. Access to and from the neighborhood is primarily provided via U.S. Highway 75, State Highway 121 and State Highway 5. Due to the dwindling amount of available single family land in the adjoining cities of Plano, Allen and McKinney as well as the shift in the region's employment base to the northern suburbs, population growth in Anna is expected to dramatically climb during the next 10 years. Factors contributing to this growth include: ➢ the northerly growth trend along the U.S. Highway 75 corridor; ➢ direct access to employment centers, shopping malls and entertainment venues in alternate sectors of the region via U.S. Highway 75, State Highway 121 and State Highway 5; ➢ the availability of undeveloped land; and ➢ the desirability of newly developed single family subdivisions in the neighborhood. The social amenities provided to residents contribute to the overall appeal of the area. The location within the Anna Independent School District is a favorable influence on demand for single family homes. Zoning has been beneficial and the level of real estate taxes is reasonable. The utility services have been sufficient for past needs and planned services appear adequate and timely in their development. No hazards or nuisances were noted as being present. Consequently, the amenities that the neighborhood offers are competitive with alternate suburbs in outlying areas of the Dallas/Fort Worth region. Based on forecasted population growth trends, demand for residential housing is expected to be steady. The future of the City of Anna is considered good due to social, governmental and environmental influences. Furthermore, the resurgence in the national economy coupled with dramatic employment expansion in the Dallas/Fort Worth region has fueled sustained housing growth. As economic conditions improve, the appraisers would conclude that the neighborhood, in general, and the subject property, in particular, will experience value appreciation. 14 SITE DESCRIPTION — The subject lot is located at the southeast corner of South Powell Parkway (State Highway 5) and West 5th Street in the City of Anna, Collin County. Reference is made to Exhibit E in the Addendum for photographs of the tract that were taken by Paul T. Hartmann on February 1, 2016. Size and Shape - According to the Collin Central Appraisal District, the tract contains 4.160 acres of 181,210 square feet of land area. The site is flag -shaped but the configuration is not detrimental to development potential. The reader is referred to the Plat Map in Exhibit D for a visual depiction of the shape of the acreage. Topography - The majority of the topography is fairly level with negligible elevation variations. A drainage trench is located along the State Highway 5 right-of-way. Flood Plain - The reader is cautioned that the appraisers are not experts in determining flood zone elevations and were not provided with a flood zone certificate for the subject tract. Reference is made to the Flood Zone Map in Exhibit D which illustrates the flood boundary limits in the immediate area surrounding the subject tract. According to Flood Insurance Community Panel Number 48085C 0160 J, dated June 2, 2009, revised to reflect LOMR, effective June 2, 2009 for Collin County, Texas, the acreage appears to be situated in Zone X (unshaded) which is defined as an area of minimal flooding outside the 500-year flood plain. Soil Conditions - Soil conditions appear to be indigenous to Collin County. The appraisers are not aware of any adverse soil or subsoil conditions as evidenced by the improvements on other sites in the immediate area which exhibit no major structural flaws caused by soil settlement. However, the reader is cautioned that the appraisers are not experts in the field of soil study and recommend a soil survey be performed to determine if any possible subsoil problems exist. It is assumed that any soil limitations can be overcome with careful installation at the time of development Environmental Hazards - Based on our inspection, no visual signs of any existing or potential environmental hazards were noted on or in the subject tract. Furthermore, we do not have any knowledge of the existence of any environmental hazards on or in the soil or groundwater. However, the appraisers are not qualified to detect such substances and the client is urged to retain the services of a professional expert in this field, if so desired. Our valuation is predicted on the assumption that there is no such material on or in the soil or groundwater that would cause a loss in value. Frontage and Access - The subject site has frontage along South Powell Parkway (State Highway 5) and West 51h Street. State Highway 5 is a primary artery which traverses in a general northeast -southwest direction through the City of Anna. At the subject site, this two-lane right-of-way is asphalt -paved with open drainage. West 5th Street is a secondary artery improved with asphalt paving and open drainage. Zoning - The subject site is zoned C-1 (Commercial) by the City of Anna. This ordinance is intended for retail, commercial, office and neighborhood service facilities. 15 Utility Availability - All utilities are available to the site including sanitary sewer, city water, natural gas, electricity and telephone. Electricity service is supplied by a number of energy firms via overhead power lines. Telephone service is available from a number of telecommunication companies which have transmission cables attached to the power poles. Natural gas service is distributed by Atmos Energy by way of underground mains in the public right-of-ways. Water and sanitary sewer services are delivered by the City of Anna via underground utility mains. Easements and Encroachments - A title policy was not provided to the appraisers during the preparation of this report. It is assumed that there are no easements or encroachments that adversely affect development potential. However, the reader is cautioned that this should not be taken as a guarantee or warranty that no detrimental encumbrances exist. It is recommended that a title search be prepared in order to determine if any restrictive covenants or conditions impact the tract. Existing Improvements - The subject site is improved with a number of buildings that include the following: ➢ older armory buildings ➢ feed store ➢ grain silos ➢ several mini -storage buildings ➢ metal warehouses and ➢ metal car/truck wash. As instructed by the client, the subject property is being appraised as if unimproved and ready for development. It should be noted that the property was recently under contract to an investor who planned to raze the existing improvements and redevelop the acreage. Therefore, there is a strong probability that the existing improvements no longer add any contributory value to the site. Summary - The functional utility of the subject tract is adequate and in conformity with its surroundings. Access is convenient and the ingress/egress features are efficient with substantial frontage along both State Highway 5 and West 5th Street. The advertising and display amenities are average due to the vehicular intensity experienced by these traffic arteries. In terms of size, shape, soil conditions and topography, the parcel is typical of competitive commercial -zoned sites in the City of Anna. All utilities are available including city water, sanitary sewer, natural gas, electricity and telephone. Furthermore, the acreage does not appear to be located in a 100-year flood plain and there are no observed encumbrances that are detrimental to marketability. The appraisers would conclude that the subject site is physically suitable for commercial usage. 16 REAL ESTATE TAXES — Real estate taxes are based on the assessed value of real property, hence the term ad valorem (according to value) taxes. The records of the Collin Central Appraisal District (CCAD) provide details pertaining to the property's assessed value and annual tax load. The assessed value is based on, but not necessarily equivalent to, the market value of the property. Obtaining the present assessments and tax rate can help in forming a conclusion about the probable trend in the tax burden. However, assessed values are rarely useful as direct indicators of market value because local authorities can adjust revenue needs by changing tax rates rather than assessed values. Taxing Jurisdictions - The taxing entities include the City of Anna, Anna Independent School District, Collin County and Collin College District. The 2015 effective tax rate was $2.615960 per $100 of assessed value. Certified Assessment - The subject property is assessed by the Collin Central Appraisal District under two tax accounts (2657690 and 2532678). The cumulative 2015 assessed value was $535,074. Tax Liability - The 2015 real estate taxes were $13,997.32. $535,074 X 0.02615960 = $13,997.32 Delinquent Taxes - The appraisers researched the taxes on the subject property with the Collin County tax office and verified that there were no delinquent taxes as of the effective date of this appraisal report. HIGHEST AND BEST USE HIGHEST AND BEST USE — The highest and best use of the subject site would be to hold as a speculative investment over an interim period until market demand warrants development of a commercial project. 17 SUMMARY OF ANALYSES AND VALUATION VALUATION PROCESS — In estimating the value of real property, three recognized approaches to value are utilized to process the gathered data into value indications. The three approaches are identified as the Cost Approach, the Income Capitalization Approach and the Sales Comparison Approach. The Cost Approach is based on the concept that suggests that the value of a property tends to be set by the cost of acquiring a site and constructing improvements of equal utility and desirability. This approach consists of estimating the replacement cost new of the improvements less accrued depreciation observed from all sources. The market value of the site is then added to the depreciated cost of the improvements to arrive at an indication of value through the Cost Approach. The Income Capitalization Approach is based on the concept that suggests that value is created by the expectation of benefits to be derived in the future arising out of ownership of the property. Factors in this analysis include current and anticipated future income, vacancy levels, expenses of operation and ownership of the property, and the ratios of return required by investors in similar properties. This approach to value is applicable to properties which are capable of producing a net income stream. The projected net income stream is then capitalized or discounted into an indication of value by applying one of several capitalization processes employing market -derived investment return rates. The Sales Comparison Approach is based on the concept that suggests that the value of a property tends to be set by the price of acquiring a substitute property of similar utility and desirability. In this approach, the appraisers take into consideration factors such as prices paid, offered or refused for comparable properties. The comparison may either be direct or indirect through the use of commonly accepted units or elements of comparison. The notable differences between the comparable properties and the subject property are adjusted to arrive at an indication of value. The Sales Comparison Approach yields a reliable indication of value when sales of similar properties are available. If one or more of the three approaches are not applicable, full justification must be presented. The Cost Approach is inappropriate when there are no improvements on the lot or when the existing improvements do not add any contributory value to the site. Similarly, the Income Capitalization Approach is not utilized when there are no known ground lease data to generate income. The elimination of these approaches is justified and does not diminish the credibility of the valuation analyses. Due to the data base of comparable land sales, the Sales Comparison Approach was determined to be the best approach to value because the available comparable data are sufficient to provide adequate analyses and credible results. Consequently, the appraisers will apply the Sales Comparison Approach in valuing the subject property. SITE VALUATION - The market value of the subject site was estimated by developing the Sales Comparison Approach. In this approach, closed sales, pending contracts and current listings of similar parcels are compared to the subject site. The various differences in the comparables are then adjusted to arrive at an indication of land value. Introduction - The criteria for identifying comparables consisted of investigating the market for land sales that display the following locational and physical characteristics: ➢ Located in Collin County within the Anna -Melissa -Frisco -McKinney -Allen trade area ➢ Zoned for future retail, office or commercial usage ➢ Transacted within the last 24 months ➢ Contained between 0.5 and 25.0 acres of land area ➢ Highest and best uses that are similar to the subject parcel The comparable land sales that are included and analyzed in this report meet the selection criteria and were considered to be the most representative data available at the time of the appraisal. Information pertaining to the comparables has been verified by the grantor, grantee, broker, or other sources considered reliable and having knowledge of the particular transactions noted. The seven land sales documented as Exhibit F are the most recent market activity that meets the selection criteria. Obviously, all of these transactions are not directly comparable to each of the subject lot for numerous reasons. However, these transactions provide the data base from which those sales considered most relevant may be extracted. On determining market value, the appraisers analyzed sales 2, 3, 5 and 7. The salient points of these conveyances are summarized in the following table: SUMMARY OF COMPARABLE LAND SALES SUBJECT COMP #2 COMP #3 COMP #5 COMP #7 DATE OF SALE CURRENT 12/09/15 07/20/15 04/23/15 11/10/14 SIZE (ACRES) 4.160 0.745 1.000 19.950 1.147 ZONING C-1 C-1 C-1 I/C-1 PD UTILITY AVAILABILITY ALL AVAILABLE ALL ALL ALL ALL REAL PROPERTY RIGHTS CONVEYED FEE FEE FEE FEE FEE ACTUAL CONSIDERATION (PSF) $5.47 $5.17 $3.69 $5.40 FINANCING TERMS CASH TO SELLER C-T-S C-T-S C-T-S C-T-S The reader is also referred to the Comparable Land Sales Adjustment Grid which is presented within this section and summarizes the adjustment process. Adjustments to the selling prices of the comparables are attributable to variances in the following elements of comparison: ➢ Real property rights conveyed ➢ Financing terms ➢ Conditions of sale ➢ Market conditions ➢ Locational attributes ➢ Physical characteristics 19 Adjustment Grid - The adjustment process is summarized in the following grid: COMPARABLE LAND SALES ADJUSTMENT GRID SUBJECT COMP #2 COMP #3 COMP #5 �COIMIPV DATE OF SALE CURRENT 12/09/15 07/20/15 04/23/15 11/10/14 SIZE (ACRES) 4.160 0.745 1.000 19.950 1.147 ZONING C-1 (COMMERCIAL) C-1 C-1 I& C-1 PD UTILITY AVAILABILITY ALL AVAILABLE ALL ALL ALL ALL REAL PROPERTY RIGHTS CONVEYED FEE FEE FEE FEE FEE ACTUAL CONSIDERATION (PSF) $5.47 $5.17 $3.69 $5.40 PROPERTY RIGHTS CONVEYED FEE SIMPLE 0% 0% 0% 0% FINANCING TERMS CASH TO SELLER 0% 0% 0% 0% CONDITIONS OF SALE ---------------------------------------------------------------------------------------- ARMS LENGTH ------------------------------------------------------- 0% ------------------------- 0% ------------------------- +15% ------------------------- 0% ------------------ 0% CASH EQUIVALENCY PRICE (PSF) $5.47 $5.17 $4.24 $5.40 MARKET CONDITIONS ---------------------------------------------------------------------------------------- CURRENT ------------------------------------------------------- 0% ------------------------- 0% ------------------------- 0% ------------------------- 0% ------------------ 0% CONDITIONS - ADJUSTED CASH EQUIVALENCY PRICE (PSF) $5.47 $5.17 $4.24 $5.40 LOCATION CITY OF ANNA 0% 0% -35% 0% SHAPE FLAG -SHAPED 0% 0% 0% 0% TOPOGRAPHY FAIRLY LEVEL 0% 0% 0% 0% FLOOD PLAIN NONE 0% 0% 0% 0% UTILITY AVAILABILITY ALL AVAILABLE 0% 0% 0% 0% FRONTAGE AND ACCESS STATE HIGHWAY 5 - 5% 0% + 5% 0% DISAMENITY NONE ADVERSE NOTED 0% 0% 0% 0% ZONING C-1 (COMMERCIAL) 0% 0% 0% 0% SIZE ---------------------------------------------------------------------------------------- 4.160 ACRES ------------------------------------------------------- -30% ------------------------- -30% ------------------------- +10% ------------------------- -30% ------------------------- FINAL ADJUSTED PRICE PSF $3.56 $3.62 $3.39 $3.78 FOR RECONCILIATION PURPOSES: 1. TOTAL ABSOLUTE ADJUSTMENT 35% 30% 65% 30% 2. TOTAL NET ADJUSTMENT -35% -30% -5% -30% 3. UNADJUSTED RANGE (PSF) $3.69 TO $5.47 4. ADJUSTED RANGE (PSF) $3.39 TO $3.78 5. MEAN (PSF) $3.59 6. MEDIAN (PSF) $3.59 7. STANDARD DEVIATION (PSF) $0.16 20 Reconciled Value Estimate - After adjustments, the comparables reflect a correlated range from $3.39 to $3.78 per square foot. The mean of the final adjusted prices is $3.59 while the median is also $3.59 per square foot. Based on the preceding, it is our opinion that the reconciled value would be about $3.60 per square foot. Thus, the following: 181,210 SF X $3.60 PSF = $652,356 SAY $650,000 RECONCILIATION AND VALUE CONCLUSION MARKET VALUE — Due to the data base of comparable land sales, the Sales Comparison Approach was determined to be the best approach to value because the available comparable data were sufficient to provide adequate analyses and credible results. The Cost Approach is inappropriate when there are no improvements on the parcel or when the existing improvements do not add any contributory value to the site. Similarly, the Income Capitalization Approach is not utilized when there are no known ground lease data to generate income. The elimination of these approaches was justified and did not diminish the credibility of the valuation analyses. The Sales Comparison Approach was employed via researching the marketplace and estimating value based on comparable sales data. In this method, the appraisers documented four land sales of which a fairly narrow range of indicators could be extracted. Adjustments are then necessary for differences that would affect value between the comparable sales and the subject lot. An in-depth adjustment process between the comparable sales and the subject outparcel was undertaken which took into consideration elements of comparison including property rights conveyed, financing terms, conditions of sale, market conditions, locational attributes and physical characteristics. The difficulty in this approach is accurately making these adjustments, since no two properties are alike. However, a reasonable range of indicators emerged after all adjustments. As a result of our investigation and analyses, it is our opinion that the market value of the subject property as if unimproved and ready for development, under market conditions existing on February 1, 2016, was: FINAL ESTIMATE OF MARKET VALUE REAL PROPERTY $ 650,000 FURNITURE, FIXTURES & EQUIPMENT (FF&E) 0 INTANGIBLE ASSETS (BUSINESS ENTERPRISE VALUE) + 0 TOTAL VALUE $ 650,000 SIX HUNDRED FIFTY THOUSAND DOLLARS ($650,000) 21 REASONABLE EXPOSURE TIME — Reasonable exposure time is the estimated length of time the property would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal. It is a retrospective opinion based on an analysis of past events assuming a competitive and open market. In estimating reasonable exposure time for the subject property, the appraisers reviewed supply and demand trends in the Anna commercial submarket as well as the marketing periods experienced by comparable land sales. In addition, the appraisers interviewed real estate brokers and other individuals who are active in the Anna real estate market. As a result of our investigation and analyses, it is our opinion that the estimate of reasonable exposure time for the subject property would have been approximately 8 to 12 months. ESTIMATED MARKETING PERIOD — Estimated marketing period is the time period that a prospective investor would forecast to sell the subject property immediately after the date of value at a selling price equivalent to our opinion of market value. The marketing period estimate is based on the data used in estimating the reasonable exposure time as well as analyzing the expected changes in market conditions following the date of the appraisal. The prospective future price of the subject property at the end of the marketing period may or may not equal our opinion of value. The future price depends on unpredictable changes in the physical real estate, demographic and economic trends, real estate markets in general, and supply and demand characteristics. We foresee no significant changes in market conditions in the near term. Therefore, it is our opinion that the estimated marketing period of the subject property would be about 8 to 12 months. This estimate is based on forecasted market conditions and the anticipated future performance of the property. Furthermore, the estimated marketing period assumes that an aggressive and professional marketing plan will be implemented by ownership and the selling price of the subject property will closely approximate our opinion of market value. 22 ADDENDUM EXHIBIT A — QUALIFICATIONS OF THE APPRAISERS STEPHEN F. RYAN, MAI RYAN, HARTMANN, FRIEDEL CO. 6510 ABRAMS ROAD, SUITE 220 DALLAS, TEXAS 75231 PRESENT POSITION Co-founder of Ryan, Hartmann, Friedel Co., an independent real estate appraisal and consultation firm. FnIIrATMN Graduate of Southern Methodist University, BBA Real Estate REAL ESTATE AND APPRAISAL EDUCATION Attended and successfully completed courses at Southern Methodist University: Real Estate Fundamentals Real Estate Property Management Real Estate Finance Real Estate Appraisal I & II Real Estate Practice Intern Program in Real Estate City Planning Planning and Construction of Commercial and Industrial Properties Accredited Appraisal Institute courses: Real Estate Appraisal Principles Basic Valuation Procedures Capitalization Theory and Techniques, Part A Capitalization Theory and Techniques, Part B Case Studies in Real Estate Valuation Valuation Analysis and Report Writing Standards of Professional Practice Accredited Appraisal Institute seminars: Small Residential Income Property Appraisals Local Research and Forecasting Impact of Hazardous Materials in Appraisal Federal Bank Regulators and the Appraiser Reviewing Appraisals Rate Extraction Subdivision Analysis Real Estate Investment and Feasibility Analysis Highest and Best Use Analysis Cash Equivalency A-1 Stephen F. Ryan Qualifications Page 2 Accredited Appraisal Institute seminars (continued): Risk Analysis Appraisal Regulations of the Federal Banking Agencies from the Lender's Perspective Americans with Disabilities Act Maximizing the Value of an Appraisal Practice Current Issues & Misconceptions in the Appraisal Process Understanding Limited Appraisals & Appraisal Reporting Options Texas Property Tax Consulting Laws Discounted Cash Flow Analysis Appraisal of Special Purpose Properties The Internet and Appraising Appraisal of Nonconforming Uses Partial Interest Valuation - Divided PROFESSIONAL MEMBERSHIPS AND AFFILIATIONS Member, Appraisal Institute, MAI Designation Certificate Number 8230 State Certified General Real Estate Appraiser, State of Texas, Texas Appraiser Licensing and Certification Board Certificate Number TX-1320164-G issued April 6, 2015, expiring March 31, 2017 Licensed Real Estate Broker in the State of Texas, Texas Real Estate Commission License Number 192306-22 Realtor Member, Greater Dallas Board of Realtors, Inc. Realtor Member, Texas Association of Realtors Member, National Association of Realtors APPRAISAL EXPERIENCE JUNE 1989 TO PRESENT Partner of Ryan, Hartmann, Friedel Company, an independent real estate appraisal and consultation firm; appraisal related duties include preparation and review of commercial appraisal assignments. APRIL 1982 TO JUNE 1989 Commercial fee appraiser; responsibilities included preparation of commercial related appraisal assignments and review of commercial appraisals. Appraisal experience consists of a wide variety of assignments including vacant land, shopping centers, office buildings, industrial facilities, apartment complexes, condominium developments and residential subdivisions, as well as special purpose properties including automobile dealerships, bowling centers, churches, day care centers, easements, funeral homes, hospitals, hotels, marinas, medical facilities, mini -warehouses, mobile home parks, nursing homes, restaurants and service stations. Additionally, market feasibility and consultation work has been performed. Clients include mortgage brokers, banks, savings and loan associations, insurance companies, attorneys, developers, corporations and private individuals. Business and personal references, along with a client list, will be furnished upon request. A-2 Stephen F. Ryan Qualifications Page 3 P.O. Box 12188 Austin. Texas 78711-2188 Certified General Real Estate Appraiser Number: TX 1320164 Issued_ 04JOU2015 Expires: 03J311 017 Appraiser- STEPH E N F RAN Cl S RYAN Hawing provided satisfactory evidence of the qualifications required by the Texas Appraiser Licensing and CeitificLitioiz Act. Texas Occupations Code, C;ltiapter 1103, ks .iufiorizad to use t3tiis title. Certified Geitiefal Real Estate Appraiser. va E.(91 1� i �", CaQ issioner A-3 PAUL T. HARTMANN RYAN, HARTMANN, FRIEDEL CO. 6510 ABRAMS ROAD, SUITE 220 DALLAS, TEXAS 75231 PRESENT POSITION Appraiser at Ryan, Hartmann, Friedel Co., an independent real estate appraisal and consultation firm. EDUCATION Bachelor of Science in Education, Stephen F. Austin State University Master of Public Administration, Southwest Texas State University REAL ESTATE AND APPRAISAL EDUCATION Attended and successfully completed courses at Southwest Texas State University: Urban Planning Public Finance Municipal Law I Environmental Applications in Public Administration Accredited Appraisal Institute courses: Real Estate Fundamentals 1A1 Real Estate Appraisal 1A2 Real Estate Finance Standards of Professional Practice Accredited appraisal seminars: Contemporary Issues in Real Estate Appraisal and Taxation Texas Property Tax Law - Taxpayer Remedies Uniform Standards of Professional Appraisal Practice PROFESSIONAL AFFILIATIONS Member Urban Management Association of North Texas State Certified Residential Real Estate Appraiser, State of Texas Texas Appraiser Licensing and Certification Board Certificate Number TX-1326604-R issued February 27, 2015, expiring February 28, 2017 Sustaining Member, Preservation League of Dallas Advisory Board Member, East Dallas Boys and Girls Club Past President, Lakewood Kiwanis ME Paul T. Hartmann Qualifications Page 2 APPRAISAL EXPERIENCE NOVEMBER 1991 TO PRESENT Commercial and residential appraiser at Ryan, Hartmann, Friedel Co., an independent real estate appraisal and consultation firm. JANUARY 1991 TO OCTOBER 1991 Researcher with Ryan, Hartmann, Friedel Co. Texao Zlppraiar licenoing acnb Certification evp P.O. Box 12188 Austin, Texas 78711-2188 Certified Residential Real Estate Appraiser Number: TX 1326604 R Issued: 02/27/2015 Expires: 02/28/2017 Appraiser: PAUL THOMAS HARTMANN Having provided satisfactory evidence of the qualifications required by the Texas Appraiser Licensing and Certification Act, Texas Occupations Code, Chapter 1103, is authorized to use this title, Certified Residential Real Estate Appraiser. uglas E. Old ixon Commissioner A-5 EXHIBIT B - ASSUMPTIONS AND LIMITING CONDITIONS For the purpose of this appraisal, the following assumptions and limiting conditions are made a part hereof: GENERAL ASSUMPTIONS This is a Restricted Report which is intended to comply with the reporting requirements set forth under Standards Rule 2-2(b) of the Uniform Standards of Professional Appraisal Practice for a Restricted Use Appraisal Report. As such, it does not include discussions of the data, reasoning and analyses that were used in the appraisal process to develop the appraisers' opinion of value. The supporting documentation concerning the data, reasoning, and analyses is retained in the appraisers' file. The information contained in this report is specific to the needs of the client and for the intended use stated in this report. The appraisers are not responsible for unauthorized use of this report. 2. We assume no responsibility for matters legal in nature. Nor do we render any opinion as to the title which is assumed to be good and marketable. 3. Our opinion of value assumes responsible ownership of the property which is the subject of this report. 4. Any existing liens and encumbrances on the subject property have not been considered in formulating our opinion of value. 5. The description of the appraised property is assumed to be correct. The appraisers made no survey of the site and assume no responsibility for such. It is recommended that a survey be obtained from a qualified professional in this field to establish the accuracy of this description. 6. The maps used in this appraisal were obtained from customary sources. They are not, however, necessarily recorded maps and are intended to show only the approximate location of the property or properties. Furthermore, all drawings, sketches, plans and other exhibits in this report illustrate approximate dimensions and are included only to assist the reader in visualizing the property or properties. 7. All information contained in this report is confidential and is submitted solely for the use of the addressee of the letter of transmittal. The appraisers will not be required to give testimony or attendance in court or before other legal authority by reason of this appraisal report without the prior written agreement or arrangement between employer and appraisers. 8. All information, comments and conclusions pertaining to the subject and other properties represent the personal opinion of the appraisers formed after examination of the property or properties. The State of Texas does not have full disclosure laws regarding real estate transactions. Therefore, the appraisers had to confirm all sales comparables with brokers, property managers, mortgage brokers, grantors, grantees and other parties familiar with the transaction. The appraisers' results are limited by the accuracy of the information supplied by the aforementioned individuals. Whenever possible, the information was verified by county records. The information furnished by others is believed to be reliable. However, no warranty is given for its accuracy. IM 9. It is assumed that there is full compliance with applicable federal, state and local environmental regulations and laws unless noncompliance is stated, defined and considered in the appraisal report. 10. No responsibility is accepted for any hidden or unapparent conditions of the property or subsoil which would render it more or less valuable. We assume no responsibility for such conditions or for engineering studies which might be required to discover such facts. 11. Unless otherwise stated in this appraisal report, the existence of potentially hazardous conditions in the surface or subsurface of the site, such as the presence of underground storage tanks and/or toxic waste, which may or may not be present on the property, were not observed by the appraisers after ordinary and careful inspection; nor do we have any knowledge of the existence of such materials on or in the property. However, the presence of potentially hazardous materials may have an effect on the value of the property. The appraisers are not qualified to detect such substances and the client is urged to retain the services of a professional expert in this field, if so desired. Our valuation is predicated on the assumption that there is no such material on or in the property that would cause a loss in value. No responsibility is assumed for any such conditions, or for any expertise or engineering knowledge required to discover them. 12. Disclosure of the contents of this appraisal report is governed by the By-laws and Regulations of the Appraisal Institute. 13. Neither all nor any part of the contents of this report or copy thereof, shall be used for any purpose by others without written consent of the appraisers and/or client. Nor shall it be conveyed to the public through advertising, public relations, news, sales, or any other media without the written consent and approval of the authors, particularly as to valuation conclusions, the identity of the appraisers or a firm with which they are connected, or any reference to any professional society or institute of any initialed designations conferred upon the appraisers. Furthermore, the appraisers shall not divulge the material contents or conclusions contained herein without prior written consent of the client or his designee, except as may be required by a court of law, legal body with power of subpoena, or professional organization in confidence for ethics enforcement. 14. This appraisal represents the independent opinion of the appraisers after thorough inspection of the property, free from any commitments and free of any present or prospective future interest in the property, with the sole compensation for the employment being a fair professional fee. 15. The liability for the contents and conclusions contained herein is limited to the fee collected for the appraisal assignment. There is no implied or otherwise stated accountability or liability to any third party. C EXTRAORDINARY ASSUMPTIONS 1. A title policy was not provided to the appraisers during the preparation of the appraisal and the easements that we observed during our inspection are documented in the report. It is recommended that a title search be performed by a qualified professional in order to discover the encumbrances that influence the parcel. It is assumed that the site is not encumbered by any adverse easements or encroachments that would inhibit marketability and warrant modification of the appraised value. 2. The appraisers were not provided with a metes and bounds survey of the subject site. According to the records of the Collin Central Appraisal District, the subject site contains approximately 4.160 acres of land area. It is recommended that a survey be performed by a qualified professional to verify the land area of the site. For valuation purposes, it is assumed that this land area estimate is accurate. These extraordinary assumptions directly relate to this specific appraisal assignment and, if found to be false, could alter the assignment results and our concluded appraised value. HYPOTHETICAL CONDITIONS 1. The subject site is improved with a number of miscellaneous structures which may or may not add any contributory value to the site. As instructed, the appraisers have appraised the property as if unimproved and ready for development. This hypothetical condition assumes conditions contrary to what exist but are supposed for the purpose of this analysis. ACCEPTANCE OF, AND/OR USE OF, THIS APPRAISAL REPORT CONSTITUTES ACCEPTANCE OF THE ABOVE CONDITION EXHIBIT C — CERTIFICATION We hereby certify that, to the best of our knowledge and belief: ➢ The statements of fact contained in this report are true and correct. ➢ The reported analyses, opinions and conclusions are limited only by the reported assumptions and limiting conditions, and are our personal, impartial and unbiased professional analyses, opinions and conclusions. ➢ We have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. ➢ We have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. ➢ Our engagement in this assignment was not contingent upon developing or reporting predetermined results. ➢ The appraisal assignment was not based on a requested minimum valuation, a specific valuation or the approval of a loan. ➢ Our compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. ➢ Our analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. ➢ Stephen F. Ryan and Paul T. Hartmann made a personal inspection of the property that is the subject of this report as well as all properties used as comparables. ➢ No one provided significant professional assistance to the persons signing this report. ➢ The reported analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute, of which Stephen F. Ryan is a member. ➢ The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives. ➢ We have complied with the applicable Standards Rules of Standard 1 and Standard 2 of the current edition of the Uniform Standards of Professional Appraisal Practice of the Appraisal Standards Board of The Appraisal Foundation. C-1 ➢ We have complied with the Competency Provision of the Uniform Standards of Professional Appraisal Practice of the Appraisal Standards Board of The Appraisal Foundation. ➢ The Appraisal Institute conducts a voluntary program of continuing education for its designated members. As of the date of this report, Stephen F. Ryan had completed the requirements under the continuing education program of the Appraisal Institute. ➢ Stephen F. Ryan and Paul T. Hartmann are state certified real estate appraisers by the Texas Appraiser Licensing and Certification Board of the State of Texas as set forth by Section 1112 of the Financial Institutions Reform, Recovery and Enforcement Act of 1989, 12 C.F.R. Part 323 and state law. ➢ Stephen F. Ryan and Paul T. Hartmann have not performed any professional real estate services as appraisers or in any other capacity regarding the property that is the subject of this report within the three- year period immediately preceding acceptance of this current appraisal assignment. As a result of our investigation and analyses, it is our opinion that the market value of the subject property as if unimproved and ready for development, under market conditions existing on February 1, 2016, was $650,000. STEPHEN F. RYAN, MAI State Certified General Real Estate Appraiser Certification Number: TX-1320164-G JS L.. . r PAUL ARTMANN, SENIOR ANALYST State C ified Residential Real Estate Appraiser Certification Number: TX-1326604-R C-2 EXHIBIT D — MAPS AND GRAPHICS NEIGHBORHOOD MAP D-1 PLAT MAP 1dd 1 105 A L GEER 203 z 3 J 101 405 311 0_ W 104 z 114 212B 208 I 5TH G a a z x a I I 211 5TH I I I I I 1 I I 304 I 1 I A0071 p05Anna ISD I I i I I I 7TH 206 404 I 213 z 111 40. 496 I Z 4 21 � 509 118 420 506 Q 519 � Psi FI � 51 2 502 23 Z _ 516 521 0 J 508 — d _ 402 ma 60 2- 109 I I N 11' ANNA FIRST CHRISTIAN CMURCH - zat �j 1 207 215 �Tri I } r A0559' = 303 v7 d1vNAISD — a ;1i1 — J N Z Z Q nna Middle Schoo� II� Anna EleMentary I D-2 ■ 4! r �nlmr-sr - a;n tilnna'TX N e Y M i � . �N:5�h.5� S�h•5� M-� Y. SUBJECT r A OR D �,M lilllq hUllllllll � *� n N at I IL r � Goode earth ZME A X Mm FLOOD ZONE MAP COLLI N COUNTY UNINCORPORATED A 40130 7Fi. YL ran�L virus r = FIE'SEII CITY OF A NNA � FLOM GlNllklll M RATE NAP �1�fll�� n t'i}E.IJ��flllfsrY, — rtiri3trru�ruiu•ir.u.�wA� F ANNA CITYPAW I - P Fk1filSOCfft .,I L wr ICU 147 Fn "ML LN12M L �a mom an L+ $II$RLIY PARK xix � dmw x u. ti Y.Y—.� i1n yr � ww;UK% [ Frk _ WORD x ANELM R � r'drYYrxnnry�lYupsn.Y�nr} ,xv�•�a.aryF+r�Orar! h.nwtm,�a+w�t:t�vN !4 Ya4 P. CYI Yrl YYI.LMYYX1 YL! rw.rl.d ,.... � �+716'F�741 �F{+IPArriR /WHW97llh+F'Hi 4+1� ZONING MAP 'MEN 4 twil. p 1 Will F _ i■I III I31 IIIIIIY m �' SUBJECT AG -- PD 01-2002 A SF- 1� SF-E ii AG 11 SF-E rF Ic-1 - Pa r. A - _ AG C ID !2007F=1. _ A PD _`AG - -208 - c TF 2 AG 3 E AG FP AG -- SUP 2 - --� -1 SF-E I x� Pp 266-2005 SF-E PD 145-200 PD 23-5-Mo Im" ANNA DOWNTOWN REVITALIZATION MAP m EXHIBIT E — SUBJECT PHOTOGRAPHS Looking across subject site as viewed from South Powell Parkway Looking across subject parcel as seen from West 5th Street E-1 Alternate view of subject property as seen from West 5"' Street Rear of tract as viewed from South Riggins Street; subject lot located within fence line E-2 Looking north along South Powell Parkway (State Highway 5); subject site on right Looking south along South Powell Parkway; subject parcel on left E-3 VIP tK= EXHIBIT F - COMPARABLE LAND SALES CONTRACT PENDING SALE NO. 1 LOCATION: Approximately 750 feet west of Chelsea Boulevard and 1,800 feet south of State Highway 121 (Sam Rayburn Tollway), Allen, Collin County, Texas MAPSCO: 460-J LEGAL DESCRIPTION: Francis Dasser Survey, Abstract 280, Allen, Collin County, Texas SALES DATA: GRANTOR Cottonwood Management, Ltd GRANTEE Allen Independent School District DATE OF CLOSING April 2016 DEED RECORDED Not applicable OWNERSHIP CONVEYED Fee simple estate MARKETING TIME Not actively marketed ACTUAL CONSIDERATION $3,136,320 purchase price plus $775,180 for perimeter roadway and utility improvements for an effective purchase price of $3,911,500 UNIT PRICE $6.24 per square foot - net TERMS Cash to seller ESTIMATED CASH EQUIVALENCY $6.24 per square foot - net PROPERTY DATA: SIZE 14.66 acres (638,590 square feet) — gross 14.40 acres (627,264 square feet) — net of right-of-way ZONING C-1 (Commercial) SHAPE Rectangular TOPOGRAPHY Generally level FRONTAGE Will have access via Chelsea Boulevard UTILITIES Upon completion of the roadway and utility improvements, all utilities will be available to the parcel EASEMENTS None adverse noted SITE IMPROVEMENTS AT DATE OF SALE None INTENDED USAGE 18`h elementary school in the Allen Independent School District FLOOD PLAIN None DATE OF INSPECTION: February, 2016 VERIFIED BY: Sales contract COMMENTS: The total cost for constructing the perimeter roadway and utility improvements is budgeted at $1,400,000. The seller will pay for 44.63% of this cost or $624,820. F-1 SALE NO. 2 LOCATION: MAPSCO: LEGAL DESCRIPTION: SALES DATA: GRANTOR GRANTEE DATE OF RECORDING DEED RECORDED OWNERSHIP CONVEYED MARKETING TIME ACTUAL CONSIDERATION UNIT PRICE TERMS ESTIMATED CASH EQUIVALENCY PROPERTY DATA: SIZE ZONING SHAPE TOPOGRAPHY FRONTAGE UTILITIES EASEMENTS SITE IMPROVEMENTS AT DATE OF SALE inrra►l.�ai�r+y_�Ha FLOOD PLAIN DATE OF INSPECTION: VERIFIED BY: Southwest corner of F.M. 455 and Interurban Street, Anna, Colin County, Texas C22-K Tract 100, Block 1, G. Stark Survey, Abstract 798, Anna, Collin County, Texas Windy City Investments Yogesh Lakhani December 9, 2015 Instrument No. 20151214001555580 Fee simple estate 1 month $177,500 $5.47 per square foot Cash to seller $5.47 per square foot 0.745 acre (32,452 square feet) C-1 (Commercial) Rectangular Generally level F.M. 455 and Interurban Street All available None adverse noted None Retail building None February, 2016 Ms. Sandra Bryant, broker with Bryant Real Estate (972-569-7010) F-2 SALE NO. 3 LOCATION: MAPSCO: LEGAL DESCRIPTION: SALES DATA: GRANTOR GRANTEE DATE OF RECORDING DEED RECORDED OWNERSHIP CONVEYED MARKETING TIME ACTUAL CONSIDERATION UNIT PRICE TERMS ESTIMATED CASH EQUIVALENCY PROPERTY DATA: SIZE ZONING SHAPE TOPOGRAPHY FRONTAGE UTILITIES EASEMENTS SITE IMPROVEMENTS AT DATE OF SALE INTENDED USAGE FLOOD PLAIN DATE OF INSPECTION: VERIFIED BY: 606 North Powell Parkway; east side of North Powell Parkway (State Highway 5), about 600 feet north of Hackberry Drive, Anna, Collin County, Texas C22-E Part of the Henry Brantley Survey, Abstract 71, Anna, Collin County, Texas Jasani Snehalkumar SAAS US Partners, LLC July 20, 2015 Instrument No. 20150722000904850 Fee simple estate 22 months $225,000 $5.17 per square foot Cash to seller $5.17 per square foot 1.000 acre (43,560 square feet) C-1 (Commercial) Generally rectangular Fairly level North Powell Parkway All available None adverse noted Single family residence which was constructed in 1966 and no longer adds any contributory value to the site Speculative investment None February, 2016 Ms. Linda McConnell with Sudderth Real Estate (972-924-2222) F-3 SALE NO. 4 LOCATION: MAPSCO: LEGAL DESCRIPTION: SALES DATA: GRANTOR GRANTEE DATE OF RECORDING DEED RECORDED OWNERSHIP CONVEYED MARKETING TIME ACTUAL CONSIDERATION UNIT PRICE TERMS ESTIMATED CASH EQUIVALENCY PROPERTY DATA: SIZE ZONING SHAPE TOPOGRAPHY FRONTAGE UTILITIES EASEMENTS SITE IMPROVEMENTS AT DATE OF SALE INTENDED USAGE FLOOD PLAIN DATE OF INSPECTION: VERIFIED BY: 1309 South Powell Parkway; east side of South Powell Parkway (State Highway 5), about 3,000 feet south of F.M. 455, Anna, Collin County, Texas C22-P Tract 51, part of the G. Stark Survey, Abstract 798, Anna, Collin County, Texas Eula Allison Shailesh Patel July 10, 2015 Instrument No. 20150713000854720 Fee simple estate 14 months $155,000 $3.56 per square foot Cash to seller $3.56 per square foot 1.000 acre (43,560 square feet) C-1 (Commercial) Generally rectangular; site has atypical frontage -to -depth ratio Ranges from fairly level to sloping South Powell Parkway City water, electricity and telephone; surrounding developments are on private septic systems None adverse noted Two older single family homes which do not add any contributory value to the site Speculative investment None February, 2016 Ms. Kimberly Uselton with Keller Williams Realty (972-562-8883) F-4 SALE NO. 5 LOCATION: Northwest corner of John W. Elliott Road and All Stars Avenue, Frisco, Colin County, Texas MAPSCO: 355-Y LEGAL DESCRIPTION: Part of Collin County School Land Survey, Abstract 152 and being part of Lot 1, Block B of 712 Business Park, Frisco, Collin County, Texas SALES DATA: GRANTOR BOKF, NA and BWC Properties, Ltd. GRANTEE RPMX Construction, LLC DATE OF RECORDING April 23, 2015 DEED RECORDED Not available OWNERSHIP CONVEYED Fee simple estate MARKETING TIME 5 months ACTUAL CONSIDERATION $3,205,528 UNIT PRICE $3.69 per square foot TERMS Cash to seller ESTIMATED CASH EQUIVALENCY $3.69 per square foot PROPERTY DATA: SIZE 19.950 acres (869,025 square feet) ZONING I (Industrial) and C-1 (Commercial) SHAPE L-shaped TOPOGRAPHY Generally level FRONTAGE 707.36 feet on All Stars Avenue and 890.34 feet on John W. Elliott Road UTILITIES All available EASEMENTS 40-foot private drainage easement and 15-foot water line easement SITE IMPROVEMENTS AT DATE OF SALE None INTENDED USAGE Light industrial project FLOOD PLAIN None DATE OF INSPECTION: February, 2016 VERIFIED BY: Sales contract COMMENTS: BOKF, NA acquired a larger 34.743-acre tract of land via a Substitute's Trustee's Deed from BWC Properties, Ltd on Nov 4, 2014 as recorded in Instrument No. 20141104001208200 of the Colin County deed records. About 19.95 acres of this larger REO tract were resold on April 23, 2015. F-5 SALE NO. 6 LOCATION: Southwest corner of First Street and Custer Road, Town of Prosper, Collin County, Texas MAPSCO: 258-N LEGAL DESCRIPTION: Part of the Larkin McCarty Survey, Abstract 600, Collin County, TX SALES DATA: GRANTOR 310 Prosper, LP GRANTEE Grace Academy of North Texas DATE OF RECORDING February 27, 2015 DEED RECORDED Instrument No. 2015030200000222400 OWNERSHIP CONVEYED Fee simple estate MARKETING TIME Over 12 months ACTUAL CONSIDERATION $1,653,397 UNIT PRICE $1.90 per square foot — net TERMS Cash to seller ESTIMATED CASH EQUIVALENCY $1.90 per square foot - net PROPERTY DATA: SIZE 22.671 acres — gross 20.000 acres — net of right-of-way ZONING PD-25 (Planned Development - Mixed -Use and Single Family) SHAPE Rectangular TOPOGRAPHY Ranges from fairly level to gently sloping FRONTAGE First Street and Custer Road UTILITIES All available EASEMENTS None adverse noted SITE IMPROVEMENTS AT DATE OF SALE None INTENDED USAGE Private school FLOOD PLAIN None DATE OF INSPECTION: February, 2016 VERIFIED BY: Sales contract COMMENTS: The original contract was for the purchase of 50.106 acres of gross land area. However, this contract was amended into two contracts in January 2015. The remaining 27.435 acres are also under contract to Grace Academy of North Texas for $2,204,386 or $1.84 per square foot with closing scheduled on February 16, 2016. F-6 SALE NO. 7 LOCATION: MAPSCO: LEGAL DESCRIPTION: SALES DATA: GRANTOR GRANTEE DATE OF RECORDING DEED RECORDED OWNERSHIP CONVEYED MARKETING TIME ACTUAL CONSIDERATION UNIT PRICE TERMS ESTIMATED CASH EQUIVALENCY PROPERTY DATA: Northwest corner of North Powell Parkway (State Highway 5) and 2Id Street, also fronts the south side of 1 st Street and the west side of James Street, Anna, Collin County, Texas C22-E Being part of the Henry Brantley Survey, Abstract 71, Anna, Collin County, Texas Betsy J. Cecil and Lola M. Mosier JA Ventures, LLC November 10, 2014 Ili�ii�liiT7'iii►�il7lC�lfflf[II171P�CL�CI1] Fee simple estate Undisclosed Cumulative purchase price of $270,000 $5.40 per square foot Cash to seller $5.40 per square foot SIZE 1.147 acres (49,963 square feet) ZONING Rezoned from SF-1 and PD-312-2007 to PD-666-2014 SHAPE L-shaped TOPOGRAPHY Generally level FRONTAGE North Powell Parkway, 2nd Street, 1s' Street and James Street UTILITIES All utilities available EASEMENTS None adverse noted SITE IMPROVEMENTS AT DATE OF SALE Two older single family homes which do not add any contributory value to the site INTENDED USAGE Part of an assemblage for the construction of a 2-story office building FLOOD PLAIN None DATE OF INSPECTION: February, 2016 VERIFIED BY: Ms. Sandra Bryant with Bryant Real Estate (972-569-7010) COMMENTS: The sale is part of a larger 1.45-acre site which was assembled by JA Ventures, LLC. F-7 COMPARABLE LAND SALES MAP - ANNA PROPER h F3 Mil 2 IND h SWE7 ii 4 a m � =v [ N !.'•1 IN11 SWE7 2 HalnokFr Fi �M 'sf sl Harcake V'2ndSf J J II J WP: `].ELECT F. N1oP P 0 IS424 J III Q SALE2 - m e O� II - SI � YiE9 -a I 9q 3 / � 4 367 � 919 LAND SALES MAP — OUTSIDE ANNA Y 7d Pak 1 r rolk �I MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS DATE February 24, 2016 PROJECT 16028 ATTN Mr. Philip Sanders City Manager City of Anna 111 N. Powell Parkway Anna, Texas 75409 SUBJECT Phase I Environmental Site Assessment Anna Grain Property SEC of S. Powell Parkway and W. 5th Street Anna, Collin County, Texas Dear Mr. Sanders: Enclosed is a copy of the Phase I Environmental Site Assessment (ESA) for the above -referenced property. The Phase I ESA was performed in accordance with our authorizing agreement and proposal for services. We appreciate the opportunity to provide our services to you. Should you require additional information or have any questions regarding this report, please contact the undersigned at 682.223.1322. Respec ully sub mi , e neth Tramm, PhD;, G, CHMM PRINCIPAL MODERN GEOSCIENCES TEXAS REGISTERED GEOSCIENCE FIRM 50411 TEXAS REGISTERED ENGINEERING FIRM F-16201 5100 THOMPSON TERRACE, COLLEYVILLE TEXAS 76034 1 F 682.223.1593 1 P 682.223.1322 www.MODERNGEOSCIENCES.com R \, MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS DATE February 24, 2016 PROJECT 16028 Anna Grain Property SEC of S. Powell Parkway and W. 5th Street Anna, Collin County, Texas PHASE I ENVIRONMENTAL SITE ASSESSMENT PREPARED FOR City of Anna 111 N. Powell Parkway Anna, Texas 75409 PREPARED BY �AA�Kt- 4TV� Catherine Seaton PROJECT MANAGER REVIEWED BY 4 — % K nneth Tramm, PhD, liG, CHMM PRINCIPAL 5100 THOMPSON TERRACE, COLLEYVILLE TEXAS 76034 1 IF 682.223.1593 1 P 682.223.1322 © 2016 MODERN GEOSCIENCES. ALL RIGHTS RESERVED. www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS TABLE OF CONTENTS EXECUTIVESUMMARY...................................................................................................................................1 1. INTRODUCTION.......................................................................................................................................4 1.1. Scope of Work.........................................................................................................................................4 1.2. Additional Services..................................................................................................................................5 1.3. Statement of Certification and Reliance.................................................................................................5 2. PHYSICAL SETTING...................................................................................................................................6 3. USER -PROVIDED INFORMATION...............................................................................................................7 4. REGULATORY RECORD REVIEW................................................................................................................8 4.1. Standard Environmental Records...........................................................................................................8 4.2. Database Search Results.........................................................................................................................8 4.3. Additional Regulatory Research............................................................................................................10 5. HISTORICAL USE INFORMATION.............................................................................................................12 5.1. Aerial Photography Review...................................................................................................................12 5.2. Fire Insurance Map Review...................................................................................................................14 5.3. City Directory Review............................................................................................................................14 5.4. Historical Topographic Map Review.....................................................................................................15 5.5. Prior Reports.........................................................................................................................................16 6. SITE INFORMATION AND INTERVIEWS....................................................................................................17 6.1. General Reconaissance Methodology..................................................................................................17 6.2. Reconnaissaince Limitations.................................................................................................................17 6.3. General Site Information......................................................................................................................17 6.4. Property Use.........................................................................................................................................18 6.5. Current Property Improvements..........................................................................................................18 6.6. Summary of Site Visit Observations......................................................................................................19 6.7. Surrounding Area Reconnaissance.......................................................................................................21 6.8. Concerns Noted During Site Reconnaissance.......................................................................................21 6.9. Site Interviews.......................................................................................................................................21 7. CONCLUSIONS.......................................................................................................................................23 PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE ii www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 7.1. Findings.................................................................................................................................................23 7.2. Recommendations................................................................................................................................23 7.3. De Minimis Conditions..........................................................................................................................23 7.4. Historical Recognized Environmental Conditions.................................................................................24 7.5. Controlled Recognized Environmental Conditions...............................................................................24 7.6. Data Gaps..............................................................................................................................................24 8. LIMITATIONS AND EXCEPTIONS..............................................................................................................26 9. IMPORTANT ACRONYMS........................................................................................................................27 10. ENVIRONMENTAL PROFESSIONAL STATEMENT.......................................................................................30 FIGURES FIGURE 1: TOPOGRAPHIC MAP FIGURE 2: SITE MAP FIGURE 3: SITE DETAIL MAP APPENDICES APPENDIX A: REGULATORY DATABASE REPORT APPENDIX B: PHOTOGRAPHIC DOCUMENTATION APPENDIX C: SUPPORTING MATERIALS APPENDIX D: INTERVIEW DOCUMENTATION PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE iii www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS PHASE I ENVIRONMENTAL SITE ASSESSMENT Anna Grain Property SEC of S. Powell Parkway and W. 5th Street Anna, Collin County, Texas EXECUTIVE SUMMARY Modern Geosciences, LLC (Modern) was retained by City of Anna (Client) to conduct this Phase I Environmental Site Assessment (ESA). The purpose of this Phase I ESA was to aid in the identification of obvious, actual and/or potential Recognized Environmental Conditions (RECs) in connection with the above -referenced property (Site). The Phase I ESA was completed in general accordance with ASTM International (ASTM) Standard E 1527-13 for conducting environmental site assessments as well as our approved scope of work. A brief summary of the Phase I ESA is provided below. PROJECT INFORMATION USER OF THIS REPORT City of Anna REASON FOR PHASE I ESA Environmental Due Diligence SITE INFORMATION SITE NAME Anna Grain Property ADDRESS SEC of S. Powell Parkway (Highway 5) and W. 5th Street Anna, Collin County, Texas SITE ACREAGE The Site is comprised of approximately 6.98 acres. RECONNAISSANCE DATE February 10, 2016 SITE DESCRIPTION The northwestern and central portions of the Site are developed with several commercial and agricultural structures, including a farm supply store, grain storage structures, car wash bays, storage unit buildings, and barns/warehouses. The southern portion of the Site is developed with an approximate 32,462 square -foot industrial facility. SITE OPERATIONS The northwestern and central portions of the Site lease storage units and space in storage barns/warehouses. A fenced parking area is leased for trailer and equipment storage. The farm store, grain storage structures, and car wash are no longer operating. The southern portion of the Site operates as a steel fabrication facility. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 1 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS A brief summary of the development history for the Site and surrounding area is provided below. SITE HISTORY 1900s-1970s From at least the 1900s until the 1990s, the Anna Grain facility operated in the central and northern portions of the Site. The Site was utilized as a grain storage and farm supply facility. A cotton gin operated in the western portion of the Site from the 1900s until sometime prior to 1942. 1970s-1990s Between 1964 and 1972, the steel fabrication facility was constructed in the southeastern portion of the Site (currently Wells/McCoy Steel Services). 1990s-Present In the 1990s the current storage unit buildings were constructed in the northern and northwestern portions of the Site. The farm supply facility ceased operation in October 2015. SURROUNDING AREA HISTORY NORTH Residential and commercial development has been present to the north since at least the 1940s. EAST Residential development has been present to the east since at least the 1940s. SOUTH Commercial and residential development has been present to the south since at least the 1940s, including the Anna ISD facility (200 East 7th Street), 160 feet southeast of the Site. WEST Commercial development has been present west of the Site since at least the 1940s. Light industrial development occurred between 1951 and 1964. The current Anna Fire Department building adjacent to the west was constructed between 1972 and 1984. Between 1995 and 2004, the commercial buildings west of the Site following South Powell Parkway were removed. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 2 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS FINDINGS Modern has performed this Phase I ESA in conformance with the scope and limitations of ASTM E1527-13 and our work order and authorizing agreement. Any exceptions to, or deletions from, this practice are described in Section 2.0 and/or in applicable sections of this report. ON -SITE: The following on -site Recognized Environmental Conditions (RECs) were identified in connection with the Site. ■ Anna Grain and Farm Store The facility has historically stored and sold various food and grain products in several areas of the Site. Based on the type of pesticides and fumigants commonly associated with these activities, the former food and grain storage activities represent an REC in connection with the Site. ■ Former Cotton Gin A former cotton gin was noted to have been located on the western edge of the Site in the early 1900s. Based on the type of pesticides and defoliants commonly associated with cotton gin activities, this former operation is considered an REC in connection with the Site. ■ Wells/McCoy Steel Services The steel fabrication facility in the southern portion of the Site has been in operation since at least the 1970s. Based on the types of cutting oils, solvents, and treatment compounds commonly associated with these operations, the steel fabrication operation is considered an REC in connection with the Site. RECOMMENDATIONS Based on the findings of this assessment, additional investigation appears warranted to evaluate the identified RECs. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 3 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 1. INTRODUCTION This report documents the methodology and findings of the Phase I Environmental Site Assessment (ESA) performed by Modern Geosciences, LLC (Modern) for the property located at the southeast corner (SEC) of S. Powell Parkway and 5th Street in Anna, Collin County, Texas (Site). This assessment was performed in accordance with ASTM International (ASTM) Standard Practices for Environmental Site Assessments: Phase I Environmental Site Assessment Process (Standard Designation E 1527-13). Other than expressly stated, this report has been prepared in full compliance and in general conformance with the ASTM Standard's suggested table of contents. Minor format modifications have been made to aid the presentation of our findings. Figures and associated appendices follow the text of this report. TABLE OF CRITICAL DATES REPORT ISSUANCE DATE February 24, 2016 DATE OF INTERVIEW OF PAST AND PRESENT OWNERS February 10 and 16, 2016 AND OCCUPANTS IDENTIFIED IN SECTION 10 OF ASTM 1527-05 DATE OF GOVERNMENT RECORD REVIEW February 17, 2016 DATE OF VISUAL INSPECTION OF SUBJECTAND ADJOINING PROPERTIES February 10, 2016 1.1. SCOPE OF WORK This ESA was conducted in accordance with the ASTM Standard and consistent with a level of care and skill ordinarily practiced by the consulting profession currently providing similar services under similar circumstances. Significant additions, deletions or deviations to ASTM Practice E 1527 are noted in the corresponding sections of this report. The scope of this assessment included an evaluation of: ■ Physical setting characteristics of the Site and surrounding area through a review of referenced sources such as topographic maps, geologic reports, soils surveys, and hydrologic reports; ■ Historical uses of the Site, adjoining properties and surrounding area through a review of referenced sources such as land title records, fire insurance maps, city directories, aerial photographs, prior reports and interviews; ■ Current Site uses and conditions including observations and interviews regarding: the use, treatment, storage, disposal or generation of hazardous substances, petroleum products and hazardous, regulated, or medical wastes; equipment that is known or likely to contain PCBs; storage tanks and drums; wells, drains and sumps; and pits, ponds or lagoons; ■ Uses of adjoining and surrounding area properties and the likelihood of known or suspected releases of hazardous substances or petroleum products that could migrate to the Site; and ■ Information in selected environmental agency databases and local environmental records, within the ASTM-specified approximate minimum search distances from the Site. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 4 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS The purpose of this Phase I ESA was to aid in the identification of obvious, actual and/or potential sources of Recognized Environmental Conditions (RECs) in connection with the Site. As outlined within the ASTM Standard, a Phase I ESA can also be utilized to satisfy elements of Limited Liability Protections offered under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980 (as amended, 42 U.S.C. §§9601 et seq.). As noted in the ASTM Standard, a REC is defined as "the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment." The term REC is not intended to include de minimis conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. For the purpose of this report, conditions determined to be de minimis are not recognized environmental conditions. 1.2. ADDITIONAL SERVICES Evaluation of business risks are beyond the scope of ASTM E 1527-13 and have not been addressed in this report. 1.3. STATEMENT OF CERTIFICATION AND RELIANCE This report is prepared for the exclusive use of our client and authorized parties named above. Any third party agrees by accepting this report that any use or reliance on this report shall be limited by the exceptions and limitations in this report, and with the acknowledgment that actual site conditions may change with time, and that hidden conditions may exist at the property that were not discovered within the authorized scope of the assessment. Continued viability of this Phase I ESA report is subject to ASTM E 1527-13 Section 4.6. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 5 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 2. PHYSICAL SETTING Modern reviewed available resources concerning the Site's physical setting to aid in the evaluation of potential RECs both at or in close proximity to the Site. A summary of this information is provided in the table below. PHYSICAL SETTING SUMMARY TOPOGRAPHY According the 2013 USGS Anna, Texas Topographic Quadrangle, the Site is located approximately 700 to 710 feet above mean sea level (AMSL) generally sloping to the southwest toward Slayter Creek. SOILS According to the United States Department of Agriculture Soil Conservation Service, Soil Survey of Collin County, Texas, the Site is underlain by the Houston black clay, 1 to 3 percent slopes. The Houston black clay consists of clayey residuum weathered from calcareous mudstone of Upper Cretaceous age. A typical vertical profile the Houston black clay consists of 80 inches of clay. The Houston black clay is moderately well drained and very low to moderately low capacity to transmit water. The Arents, hilly has a low rating for corrosion to concrete and a high potential for corrosion to steel. GEOLOGY According to the Geologic Atlas of Texas, Sherman Sheet, the Site is located on Cretaceous Age Austin Chalk (Kau) formation. The Austin Chalk consists of chalk with some interbeds and partings of calcareous clay in the upper and lower parts and thin -bedded marl with interbeds of massive chalk in the middle parts. It has an approximate thickness of 600 feet in the area of the Site. HYDROGEOLOGY According to Texas Water Development Board (TWDB) resources, the uppermost state recognized aquifer beneath the Site is the Woodbine Aquifer (classified as a minor aquifer of Texas), which is estimated to be approximately 1,000-1,100 bgs in the area of the Site. SURFACE WATER The nearest surface water body relative to the Site is Slayter Creek, approximately 1,000 feet to the west. FLOODPLAIN A review of the 2009 FEMA Flood Insurance Map (Panel 48085C0160J) indicated the Site is located within Zone X, which is an area determined to be outside the 0.2% annual chance floodplain. GROUNDWATER Based on the current site investigation activities being performed by Modern, groundwater at the Site DEPTH AND was encountered at depths between 10 and 20 feet below grade. Groundwater gradient has not been GRADIENT established at the Site, but likely follows topographic gradient, which is towards the southwest. REFERENCES ■ USGS Topographic Map(s) — Anna, Texas Quadrangle, 2012 ■ USDA NRCS Soil Survey —Collin County, 2016 ■ Bureau of Economic Geology Geologic Atlas of Texas, Sherman Sheet, 1991 ■ Texas Water Development Board — Report Number 269, Occurrence, Availability and Chemical Quality of Ground Water in the Cretaceous Aquifers of North-Central Texas, 1982 ■ FEMA Flood Insurance Rate Map — Panel 48085C0160J, June 2, 2009 ■ TWDB Groundwater Database, 2016 ■ Site investigation activities, 2016 PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 6 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 3. USER -PROVIDED INFORMATION The ASTM Standard defines the User as the party seeking to complete a Phase I ESA. This can include a potential purchaser, tenant, owner, lender, or property manager. The User Responsibilities are outlined within the ASTM Standard to include title and judicial record review for activity and use limitations, specialized or actual knowledge or experience in connection with the Site, and property valuation considerations. Modern communicated the User responsibilities during initiation of the project and provides a summary of provided information below. A completed User Questionnaire is provided in Appendix D of this report. USER -PROVIDED INFORMATION TITLE RECORDS USER -PROVIDED TITLE INFORMATION ENVIRONMENTAL LIENS ACTIVITY AND USE LIMITATIONS SPECIALIZED KNOWLEDGE VALUE REDUCTION REASON FOR PERFORMING PHASE I ESA According to the Collin County Appraisal District, the current property owners are: ■ Chris and Jacque Cashdollar (Anna Grain) ■ Joiner Construction (Wells -McCoy) ■ Joinic Investments (vacant northeastern portion) Note: from Collin County Appraisal District (2016) Based on review of the User provided information, no environmental liens in connection with the Site were identified. No notation of an Activity Use or Property Use limitation was reported. No specialized knowledge regarding RECs was reported. No information concerning value reductions related to environmental issues was reported. Environmental Due Diligence PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 7 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 4. REGULATORY RECORD REVIEW In accordance with the ASTM Standard, Modern obtained available records concerning the Site to allow for review of recorded information that may aid in the evaluation of potential RECs in connection with the Site. 4.1. STANDARD ENVIRONMENTAL RECORDS The regulatory agency database report discussed in this section was provided by EDR of Milford, Connecticut. This database was reviewed for information regarding reported releases and potentially undocumented releases of hazardous substances and/or petroleum products on or near the Site. Modern also reviewed the "orphan" or "unmappable" listings within the database report for potential information that could better aid in locating these facilities with regard to the Site. A listing of the ASTM Standard search distances and databases evaluated are included in the regulatory database search provided as Appendix A to this report. Information related to additional environmental records (as listed in Section 8.2.2 of the ASTM Standard) obtained from local records or other sources were reviewed, to the extent reasonably ascertainable. Modern evaluated each listing within the database report to determine if a potential REC was indicated. This effort included consideration of apparent topographic gradient, known groundwater flow direction (when available), soil characteristics, distance from a potential source to the Site, and the nature of the suspected release. A summary this evaluation is included in the following section of the report. 4.2. DATABASE SEARCH RESULTS No on -site regulated facilities were identified during the regulatory database review. A summary of potential off -site RECs noted during Modern's regulatory review is provided below: OFF -SITE REGULATORY DATABASE LISTINGS REGULATORY LISTING FACILITY (REGULATORY ID) INFORMATION PST 9711 Anna Thriftee LPST 104000 Hwy. 5 & 5th St. APPROXIMATE DIRECTION, REC DISTANCE (FT) GRADIENT (Y/N) 75 West-northwest, N crossgradient Comments: According to the regulatory database, two (2) 2,000-gallon steel USTs containing gasoline were installed in 1985 and removed from the ground in 1992. The facility was entered into the LPST program in 1992. Modern obtain available files from the TCEQ for review. According to a TCEQ Interoffice Memorandum, dated July 21, 2003, the maximum detected soil contaminates were below Plan A Category I Target Levels and groundwater was not affected by the release at this facility. Final concurrence was issued in August 2003. Based on the removal of the USTs, results of soil data collected during UST removal, and regulatory status (final concurrence issued), the former Anna Thriftee facility does not represent an REC in connection with the Site. PROJECT 16028 1 FEBRUARY 24, 2016 I PAGE 8 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS OFF -SITE REGULATORY DATABASE LISTINGS REGULATORY LISTING FACILITY (REGULATORYID) INFORMATION RCRA-CESQG North Texas Pool Chemical/Auto EDR Historic Auto Mafia Station 320 W. 5t" St. APPROXIMATE DIRECTION, REC DISTANCE (FT) GRADIENT (Y/N) 120 West, N Downgradient Comments: According to the regulatory database, the former North Texas Pool Chemical facility was identified as a conditionally exempt small quantity generator. Waste generated at the facility included corrosive waste. No violations were identified in the regulatory database. The former Auto Mafia was identified as an EDR Historic Auto Station in 2010. Based on Modern's review of available aerial photographs, no structures or apparent operations were present at this address since the 2000s. No regulated facility was identified at this address in the TCEQ Central Registry. Based on topographic gradient relative to the Site (downgradient) and absence of violations, the North Texas Pool Chemical/Auto Mafia facility does not represent an REC in connection with the Site. PST (36139) Anna ISD East-southeast, IHW (76805) to 160 N 200 E. 7 St. Crossgradient RCRA NonGen Comments: According to the regulatory database, one (1) 1,000-gallon steel UST containing gasoline was removed from the ground in 1999. Installation date of the UST is unknown. Modern reviewed files obtained from the TCEQ associated with the facility. According to a Release Determination Report, dated July 29, 1999, samples taken during the UST removal were analyzed for benzene, toluene, ethylbenzene, and xylene (BTEX) and total petroleum hydrocarbons (TPH). Concentrations for BTEX and TPH were below the laboratory detection limits. The facility was also identified as an inactive IHW/RCRA NonGen facility within the regulatory database. Previous waste generated at the facility is identified as ignitable waste, spent nonhalogenated solvents, and miscellaneous storage containers. No violations were identified in the database. The registration has been inactive since the late 1990s. Based on topographic gradient relative to the Site (crossgradient), analytical data collected during UST removal, and absence of violations, the Anna ISD facility is not considered an REC in connection with the Site. LPST (111188) Walnut Central Office 500 North, N 104 N. Riggins St. Crossgradient Comments: The former Walnut Central Office facility was identified as an LPST facility in the regulatory database. Modern reviewed available TCEQ files for this facility. According to a Release Report Form dated December 1996, a 1,000-gallon AST containing diesel was vandalized, and an estimated 700 gallons of diesel was released and set on fire. Initial abatement included recovering approximately 487 gallons of fluid and excavating approximately 120 cubic yards of impacted soil, which was stockpiled on site for bioremediation. According to an Interoffice Memorandum dated September 8, 1998, soil samples collected from the floor and outer limits of excavation yielded a maximum TPH concentration of 470 ppm and PAH concentrations were below Plan A levels for all constituents analyzed. Soil samples collected from the treated soil were below detection limits for BTEX and TPH and below Plan A levels for PAH. Final PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 9 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS OFF -SITE REGULATORY DATABASE LISTINGS REGULATORY LISTING FACILITY APPROXIMATE DIRECTION, REC (REGULATORY ID) INFORMATION DISTANCE (FT) GRADIENT (Y/N) concurrence was issued in September 1998. Based on the distance relative to the Site (500 feet), topographic gradient relative to the Site (crossgradient), and regulatory status (final concurrence issued), the Walnut Central Office facility is not considered an REC in connection with the Site. PST 47316 Coyote Den 600 South, LPST 111791 600 S. Hwy. 5 N y (800 to tankhold) Crossgradient Comments: According to the regulatory database, three (3) 9,700-gallon fiberglass reinforced plastic (FRP) USTs containing gasoline and one (1) 9,700-gallon FRP UST containing diesel were installed at the facility in 1988 and are currently in use. Based on Modern's review of available TCEQ files, a release was reported in October 1996. Three (3) monitor wells were installed from 1999 to 2000 to determine groundwater impact. Maximum groundwater concentrations were 3.12 ppm MTBE. A maximum concentration of 0.113 ppm benzene exceeded the TNRCC Category I Cleanup Levels. Groundwater concentrations for toluene, ethylbenzene, and xylenes did not exceed applicable Cleanup Levels. TPH concentrations were below detection limits. The monitor well nearest the Site (MW-3) exhibited a maximum benzene concentration of 0.017 ppm; however most recent data exhibited a concentration of 0.002 ppm, which was below applicable Cleanup Levels. Based on distance relative to the Site (600 feet), topographic gradient relative to the Site (crossgradient), and groundwater data collected from the nearest monitor well MW-3, the Coyote Den facility does not represent an REC in connection with the Site. Unpermitted Landfill South -Southwest, CLI Near 1220 Hwy. 5 South 1,200 Downgradient N Comments: The regulatory database identified a Closed Landfill Inventory (CLI) facility. According to the database, the unpermitted landfill began operation in the 1960s. Municipal waste and hazardous waste was accepted. Based on distance relative to the Site (1,200 feet) and topographic gradient relative to the Site (downgradient), the unpermitted landfill facility does not represent an REC in connection with the Site. The regulatory database identified one (1) orphan facility with poor or inadequate address information that may be located in the general vicinity of a site. Based on the facility detail reports provided by EDR, Modern's windshield survey during site reconnaissance and additional regulatory database research, the orphan facility was not identified within the standard ASTM search distances. 4.3. ADDITIONAL REGULATORY RESEARCH In addition to the regulatory records outlined within the ASTM Standard, Modern may conduct interviews with individual regulatory project managers, consult municipal or county records or perform independent record research to expand upon our understanding of a potential REC in connection with the Site. Results of independent record research will be included in the applicable sections of this report. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 10 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ■ Modern reviewed the TWDB on-line database for records of water wells potentially located on the Site. Based on a review of the available TWDB records, no records of past or current water wells were identified for the Site. ■ Modern reviewed the Texas Railroad Commission (RRC) GIS Map Viewer for records of oil and gas activity on or near the Site. Based on the viewer, no records of past or current natural gas or oil wells were identified for the Site. However, a portion of a rail road (Missouri Kansas Texas Rail Road) was identified approximately 600 feet northeast of the Site. Based on the distance (over 500 feet northeast) and topographic gradient relative to the site (down to crossgradient), the former Missouri Kansas Texas Rail Road does not represent an REC in connection with the Site. ■ Modern reviewed the Texas Commission on Environmental Quality (TCEQ) Central Registry for information regarding regulated entities. No additional information other than previously stated information in Section 4.2. was identified. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 11 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 5. HISTORICAL USE INFORMATION As outlined within the ASTM Standard, Modern performed research into the historical use of the Site. This included a review of multiple sources to allow the development of the following historical summary information. As required per the ASTM Standard, Modern attempted to determine the first developed use of the Site or confirm the Site was undeveloped as of 1940, whichever is anticipated to occur first. Please review the following sections of this report for a full understanding of each historical resource. SITE HISTORY 1900s-1970s From at least the 1900s until the 1990s, the Anna Grain facility operated in the central and northern portions of the Site. The Site was utilized as a grain storage and farm supply facility. A cotton gin operated in the western portion of the Site from the 1900s until sometime prior to 1942. 1970s-1990s Between 1964 and 1972, the steel fabrication facility was constructed in the southeastern portion of the Site (currently Wells/McCoy Steel Services). 1990s-Present In the 1990s the current storage unit buildings were constructed in the northern and northwestern portions of the Site. The farm supply facility ceased operation in October 2015. SURROUNDING AREA HISTORY NORTH Residential and commercial development has been present to the north since at least the 1940s. EAST Residential development has been present to the east since at least the 1940s. SOUTH Commercial and residential development has been present to the south since at least the 1940s, including the Anna ISD facility (200 East 7`" Street), 160 feet southeast of the Site. WEST Commercial development has been present west of the Site since at least the 1940s. Light industrial development occurred between 1951 and 1964. The current Anna Fire Department building adjacent to the west was constructed between 1972 and 1984. Between 1995 and 2004, the commercial buildings west of the Site following South Powell Parkway were removed. 5.1. AERIAL PHOTOGRAPHY REVIEW Modern performed a review of available aerial photographs with regard to past improvements on both the Site and surrounding properties. A summary is provided below and copies of aerial photographs are provided in the appendix of this report. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 12 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS AERIAL PHOTOGRAPH SUMMARY YEAR APPROX. SCALE REVIEW NOTES 1942 1"=500' Site: The northwestern, northeastern, and southeastern portions of the Site are developed with several commercial buildings. An apparent rail spur is visible and transects the Site from the southeastern to the central western portion. Surrounding Area: West 5th Street bounds the Site to the north followed by commercial and residential development. South Powell Parkway/Highway 5 bounds the Site to the west followed by apparent commercial development. An apparent gravel road (currently South 7 th Street) bounds the Site to the south followed by residential development. South Riggins Streets bounds the Site to the east followed by railroad tracks and South Sherley Ave. Commercial and residential development is present farther east. The current Anna ISD facility (200 East 71h Street) and former Anna Thriftee gas station (118 South Powell Parkway) are present to the southeast and northwest, respectively. 1951 1"=500' Site: Additional buildings have been constructed in the northeastern and central portions of the Site. Surrounding Area: The commercial building on the northwest corner of W. 5 th Street and S. Riggins Street has been removed. 1964 1"=500' Site: A building in the northeast portion of the Site has been removed and the slab remains. A building has been constructed in the southeastern portion of the Site. Surrounding Area: Apparent light industrial development is present approximately 350 feet west of the Site. 1972 1"=500' Site: The building in the southeastern portion of the Site has been removed and replaced with a larger building. A building has been constructed in the northeastern portion of the Site. Surrounding Area: No significant changes from the previous photograph are noted. 1984 1"=500' Site: The structure in the center of the Site has been removed and one of the current silos has been constructed. Surrounding Area: A building has been constructed adjacent to the west, along South Powell Parkway/Highway 5. 1990 1"=500' Site: Two additional silos have been constructed in the central portion of the Site, and additional buildings have been constructed in the northern and western portions of the Site. The building in the northeastern portion of the Site has been removed. Surrounding Area: No significant changes are apparent from the previous photograph. 1995 1"=500' Site: No significant changes are apparent from the previous photograph. Surrounding Area: No significant changes are apparent from the previous photograph. 2004 1"=500' Site: No significant changes are apparent from the previous photograph. Surrounding Area: Several commercial buildings to the west of the Site along South Powell Parkway/Highway 5 have been removed. Residential development is underway farther to the west. 2005 1"=500' Site: No significant changes are apparent from the previous photograph. Surrounding Area: No significant changes are apparent from the previous photograph. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 13 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS AERIAL PHOTOGRAPH SUMMARY 2006 1"=500' Site: No significant changes are apparent from the previous photograph. Surrounding Area: No significant changes are apparent from the previous photograph. 2008 1"=500' Site: No significant changes are apparent from the previous photograph. Surrounding Area: No significant changes are apparent from the previous photograph. 2010 1"=500' Site: No significant changes are apparent from the previous photograph. Surrounding Area: No significant changes are apparent from the previous photograph. 2012 1"=500' Site: No significant changes are apparent from the previous photograph. Surrounding Area: No significant changes are apparent from the previous photograph. REFERENCES EDR Aerial Maps -1942, 1951, 1964, 1972, 1975, 1984, 1990, 1995, 2004, 2005, 2006, 2008, 2010, and 2012. 5.2. FIRE INSURANCE MAP REVIEW Modern performed a search for available fire insurance maps covering the Site and surrounding property. According to EDR, no maps are available. A letter documenting the search and results is included in Appendix C. 5.3. CITY DIRECTORY REVIEW Modern performed a search of available city directories concerning the Site and selected surrounding properties. Modern visited the City of McKinney Library and supplemented this information with a city directory review by EDR. The results of our research are detailed in the table below with EDR documentation included in the appendix of this report. CITY DIRECTORY SUMMARY SITE 205 S. Powell Pkwy.: UHaul Neighborhood Dealer (2013), no listing (1998-2008), Anna Grain (1996) 206 W. 7th St.: Not available/not provided (2003-2013), no listing (1996-1998) 201 W. 7th St.: Not available/not provided (2003-2013), no listing (1998), Anna Steel Fabrication (1996) NORTH 100 S. Powell Pkwy.: Anna Chiropractic Center (2008-2013), Konos, Inc. (2008), no listing (2003), Anna Mobile Home Park (1996), Collin Insurance (1996), Farmers Insurance (1996) 101 S. Powell Pkwy.: First Bank of Anna (1996, 2013), No listing (1998-2008) 104 S. Powell Pkwy.: Farm Bureau Insurance (2013), Elliot Properties (2013), Zaccaria USA (2013), Anna New Home Center (2008), Dan Rule Custom Homes (2008), no listing (1996-2003) 117 S. Powell Pkwy.: Bahama Bay Tanning Salon (2013), Express Signs & Shirts (2013), Tan Tyme 2 (2008), no listing (2003), no listing (1998), Coyote Country Video (1996) 118 S. Powell Pkwy.: Anna Express (2008-2013), Sebastin Mexican Foods (2013), no listing (1996-2003) 212 W. 5th St.: Not available/not provided (2003-2013), no listing (1998), residence (1996) 308 W. 5th St.: Not available/not provided (2003-2013), no listing (1998), residence (1996) 314 W. 5th St.: Not available/not provided (2003-2013), no listing (1998), residence (1996) 320 W. 5th St.: Not available/not provided (2003-2013), no listing (1998), Kaleidoscope (1996) 206 S. Interurban St.: Not available/not provided (2003-2013), no listing (1998), residence (1996) 213 S. Interurban St.: Not available/not provided (2003-2013), no listing (1998), residence (1996) PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 14 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS CITY DIRECTORY SUMMARY EAST No Listings SOUTH 496 S. Powell Pkwy.: No listing (2008-2013), residence (2003), no listing (1996-1998) 506 S. Powell Pkwy.: Residence (2008-2013), no listing (2003), residence (1998), no listing (1996) 509 S. Powell Pkwy.: No listing (2013), residential (2008), no listing (1996-2003) 513 S. Powell Pkwy.: No listing (2003-2013), residence (1998), no listing (1996) 516 S. Powell Pkwy.: Residence (2008-2013), no listing (2003), residence (1998), no listing (1996) 519 S. Powell Pkwy.: Residence (2008-2013), occupant unknown (2003), residence (1998), no listing (1996) 521 S. Powell Pkwy.: Residence (2013), no listing (1996-2008) 600 S. Powell Pkwy.: No listing (2013), occupant unknown (2008), Coyote Den Gas Station* (1996-1998) 605 S. Powell Pkwy.: Coyote Liquor Den (2008-2013), residence (2003), no listing (1996-1998) 607 S. Powell Pkwy.: No listing (2013), residence (2008), On the Go Grill (2003), no listing (1996-1998) 512 S. Interurban St.: Not available/not provided (2003-2013), residence (1996) 518 S. Interurban St.: Not available/not provided (2003-2013), no listing (1998), residence (1996) WEST 304 S. Powell Pkwy.: No listing (2008-2013), residence (2003), no listing (1996-1998) 305 S. Powell Pkwy.: American Medical Response/Anna Fire Dept. (2003-2013), no listing (1996-1998) 306 S. Powell Pkwy.: No listing (2008-2013), occupant unknown (2003), no listing (1996-1998) * Listings identified as potential concerns are discussed below and/or in Section 4.2. REFERENCES City directories referenced included the following years: 1969, 1975, 1980, 1985, 1990, 1996, 1998, 2003, 2008, 2013. Note: Listings from 1969 through 1990 did not have address numbers. No listings prior to 1969 were identified. 5.4. HISTORICAL TOPOGRAPHIC MAP REVIEW Modern performed a search of available historical topographic maps depicting the Site and surrounding properties. Modern's review of the available information is detailed in the following table with copies of the identified topographic maps included in the appendix of this report. HISTORICAL TOPOGRAPHIC MAP SUMMARY YEAR SCALE REVIEW NOTES 1961 1:24,000 Site: Six structures and a railroad spur are depicted on the Site. Surrounding Area: West 5th Street bounds the Site to the north, South Riggins Street bounds the Site to the east, West 7th Street bounds the Site to the south, and South Powell Parkway/Highway 5 bounds the Site to the west. The surrounding area is depicted as a developed area with structures north, east, south and west of the Site. The Southern Pacific railroad is depicted to the east, following South Riggins Street. Slayter Creek is depicted approximately 1,000 feet west of the Site. 1985 1:24,000 Site: The structures and rail spur are no longer depicted. Surrounding Area: The previous structures and railroad are no longer depicted. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 15 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS HISTORICAL TOPOGRAPHIC MAP SUMMARY 2012 1:24,000 Site: No changes noted from the previous map. Surrounding Area: The adjacent Anna Fire Department is depicted. Additional development is depicted to the west of Slayter Creek. REFERENCES USGS Topographic Map(s) — Anna, Texas Quadrangle (1961 and 2013) and NCTCOG (1985). 5.5. PRIOR REPORTS Modern was not provided previous reports as part of this assessment. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 16 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 6. SITE INFORMATION AND INTERVIEWS A site reconnaissance was performed by Ms. Catherine, Project Manager with Modern, on February 10, 2016. Modern was accompanied by Mr. Paul Elliot, the current tenant, during Site reconnaissance activities. The following is a summary of general site information, observations made during the site visit and interviews conducted in connection with the Site. Photographic documentation is included in the appendix of this report. This section summarizes the findings of our reconnaissance of the Site. 6.1. GENERAL RECONAISSANCE METHODOLOGY After confirming site boundaries, Modern's reconnaissance included visual observations of the Site, obvious improvements, surrounding properties, and other safely accessible portions of the property. Where applicable, this included an effort to traverse unimproved portions of the property, if any, and building exteriors, if any, from the ground, unless otherwise described. Building interiors, if any, were observed as accessible, unless otherwise described below. 6.2. RECONNAISSAINCE LIMITATIONS Modern makes every attempt to observe key portions of a site; however, there will always be limitations to any site visit. If significant restrictions or limitations were encountered, these will be noted below. RECONNAISSANCE LIMITATIONS WEATHER LIMITATIONS None ACCESS LIMITATIONS Modern was not granted access to the steel fabrication facility in the southern portion of the Site. Additionally, access to individual leased storage units was not granted on the northern portion of the Site. 6.3. GENERAL SITE INFORMATION Modern collected available information concerning the physical address(es) and legal descriptions) for the Site, as available at the time of authorization and/or during the assessment. A summary is provided in the table below. SITE INFORMATION SITE NAME Anna Grain Property ADDRESS SEC of S. Powell Parkway and W. 5th Street Anna, Collin County, Texas SITE ACREAGE The Site is comprised six (6) parcels totaling approximately 6.98 acres. LEGAL DESCRIPTION According to the Collin County Appraisal District, the current property owners are ■ Chris & Jacque Cashdollar ■ Jonic Investments LLC ■ Joiner Construction Co., Inc. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 17 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS Legal Description for each parcel: ■ Abs A0071 Henry Brantley Survey, Tract 11, 3.5286 Acres ■ Anna Original Donation, Block 3, Lot 6r, Acres 0.6314 ■ Anna Original Donation, Block 3, Lot 12 & 5, Acres 0.5280 ■ Anna Original Donation, Block 3, Lot 3 4, Acres 0.2600 ■ Anna Original Donation, Blk 2, Lot 1-5 8 9 ■ Abs A0071 Henry Brantley Survey, Tract 147, 1.1078 Acres Note: From Collin County Appraisal District (2016) 6.4. PROPERTY USE Modern collected available information concerning the current Site use and proposed re -use. This information was supplemented with observations made at the time of our site reconnaissance and summarized below. PROPERTY USE INFORMATION CURRENT SITE USE The northern portion of the Site currently operates as a storage unit facility and the southern portion operates as a steel fabrication facility. FUTURE USE (As PROVIDED) Municipal use for the City of Anna 6.5. CURRENT PROPERTY IMPROVEMENTS Modern documented obvious information concerning property improvements noted during our site reconnaissance and/or record review. A summary of this information is provided below. PROPERTY IMPROVEMENT INFORMATION SITE NAME Anna Grain Property ADJOINING ROADWAYS The Site is accessed from the west by South Powell Parkway, from the north by West 5`" Street, from the east by South Riggins Street, and from the south by West 7`" Street. GENERAL TOPOGRAPHY According the 2012 USGS Anna, Texas Topographic Quadrangle, the Site is located approximately 700 to 710 feet above mean sea level (AMSL) generally sloping to the southwest toward Slayter Creek. PAVED AREAS The current on -site buildings and parking areas cover approximately 75% of the Site. LANDSCAPED AREAS The northeastern portion of the Site is vacant and grassed. Grass -covered areas are located throughout the remaining portions of the Site. SURFACE WATER Surface water was observed in a drainage feature in the southern portion of the Site. BUILDINGS The Site is developed with the following structures: (SQ. FOOTAGE/CONST. DATE) 0 One (1) approximate 1,680 square -foot metal building constructed in 1945 ■ One (1) approximate 7,790 square -foot metal building and one (1) approximate 1,152 square -foot wood -framed building, both constructed in 1950 ■ One (1) approximate 32,462 square -foot metal building constructed in 1970 ■ One (1) approximate 1,120 square -foot metal building constructed in 1975 ■ Three (3) metal buildings were constructed in 1988 and measure approximately PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 18 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 1,960; 1,160; and 760 square feet. ■ Two (2) approximate 2,760 square -foot metal buildings and one (1) approximate 1,254 square -foot canopy were constructed in 1995. ■ The three (3) on -site silos were not identified in the appraisal district records; however, based on available historical records the metal silos were constructed in the 1980s. Estimated square footage for each silo is 1,050. CONSTRUCTION TYPE Wood frame (store/sales office) and metal (storage buildings). ELECTRICAL UTILITY Local provider HEATING SOURCE Local provider. No evidence of heating oil tanks were observed and no records of heating oil use at the Site was identified during the research completed for this report. SANITARY SEWER UTILITY City of Anna Utilities POTABLE WATER SOURCE City of Anna Utilities 6.6. SUMMARY OF SITE VISIT OBSERVATIONS A summary of Modern's interior site reconnaissance observations are detailed below: INTERIOR OBSERVATIONS EVIDENCE OF USTS None observed EVIDENCE OF ASTS None observed MSDS INFORMATION MSDS sheets were not available; however, Mr. Mark Elliot provided documentation of his former pesticide dealer license. Pesticides reportedly stored at the Site have included 2,4-D Amine, Weedmaster, Weed Destroy, Trooper P+D, etc. EQUIPMENT CLEANING None observed AREAS CHEMICAL STORAGE Modern observed various small containers (less than 5 gallons) of home gardening pesticides/herbicides (farm store area), gasoline (less than 25 gallons), oil, and paint (farm store area and storage buildings). DRUMS, BARRELS, OTHER Drums and barrels were used to store lumber and other solid material in the storage CONTAINERS warehouses. GREASE TRAPS None observed OIL/WATER SEPARATORS None observed WASTE/PROCESS WATER None observed ELECTRICAL, HYDRAULIC None observed EQUIPMENT/PCBs EVIDENCE OF STAINING, Minor staining was observed in various buildings throughout the northern and central portions CORROSION, PITTING of the Site. The minor staining is considered de minimis and is not considered an REC. ODORS None observed SOLID WASTE COLLECTION Trash receptacles were located in the farm store/sales office area. Trash is collected by the City of Anna. SUMPS, CISTERNS, DRAINS None observed PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 19 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS INTERIOR OBSERVATIONS INTERIOR WELLS None observed A summary of Modern's exterior site reconnaissance observations are detailed below: EXTERIOR OBSERVATIONS EVIDENCE OF LISTS None observed EVIDENCE OF ASTS None observed DRUMS, BARRELS, One (1) 55-gallon drum was observed near the fenced area adjacent to the farm store. CONTAINERS According to Mark Elliot, the drum is empty. No staining or distressed vegetation was observed in the area of the drum. CHEMICAL STORAGE SUMPS, CISTERNS, DRAINS OR DRY WELLS GREASE TRAPS SEPTIC TANKS/LEACH FIELDS OIL/WATER SEPARATORS WASTE/PROCESS WATER STORM WATER COLLECTION PIPELINE MARKERS ELECTRICAL, HYDRAULIC EQUIPMENT/PCBs EVIDENCE OF STAINING STRESSED VEGETATION EVIDENCE OF FILLING EVIDENCE OF DUMPING ODORS SOLID WASTE COLLECTION WELLS PITS, PONDS, OR LAGOONS A trailer in the southern portion of the Site contained approximately nine (9) 55-gallon drums. Modern did not have access to this portion of the Site; therefore, contents of the drum are unknown. None observed A hand -dug well was observed in the central portion of the Site, adjacent north of the silos. Two (2) drains (sand trap) were observed in the former car wash bays in the northern portion of the Site. None observed None observed None observed None observed Storm water would likely flow into the drainage ditches located in the northwestern and south central portions of the Site. None observed Seven (7) pole -mounted transformers were located on the Site. No leakage or staining was observed in the vicinity of the transformers. None observed None observed None observed; however, north of the three grain silos a former wooden storage structure reportedly had a basement that has been filled with debris and soil. None observed None encountered A pile of wood debris was observed in the southern portion of the Site, near the fenceline separating the Anna Grain and Well/McCoy properties. A hand -dug well was observed in the central portion of the Site, adjacent north of the silos. None observed PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 20 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS EXTERIOR OBSERVATIONS BACKUP GENERATOR(s) None observed; however, a former engine mount for the historical cotton gin was noted at the western edge of the Site and is currently marked with a horse statue. AGRICULTURAL EQUIPMENT A grain collection basin was observed south of the grain silos. 6.7. SURROUNDING AREA RECONNAISSANCE Modern conducted a reconnaissance of the immediate and general vicinity of the Site during our site visit. This included observations from public streets or accessible portions of the Site. Modern did not enter private property as part of the surrounding area reconnaissance. A summary of nearby property observations is detailed below. NEARBY PROPERTY OBSERVATIONS NORTH The Site is bound to the north by West 5th Street followed by residential and commercial development. EAST The Site is bound to the east by South Riggins Street followed by a railroad. SOUTH The Site is bound to the south by West 7th Street followed by residential development. WEST The Site is bound to the west by the Anna Fire Department (305 South Powell Parkway) and South Powell Parkway (Highway 5) followed by vacant land. 6.8. CONCERNS NOTED DURING SITE RECONNAISSANCE No concerns were noted during the site reconnaissance activities. 6.9. SITE INTERVIEWS As outlined in the ASTM Standard, Modern attempted to perform interviews with individuals familiar with the Site and surrounding properties that could impact the Site. SITE INTERVIEWS OWNER Modern interviewed John Hendricks, owner of the northeastern portion of the Site on February 4, REPRESENTATIVE 2016. Mr. Hendricks stated that he has owned the property since 2013. Mr. Hendricks stated that the Site had a concrete slab which he removed. Mr. Hendricks stated that he believes the former building on his portion of the Site was a skating rink. Mr. Hendricks was not aware of any environmental issues with the Site. Modern interviewed Mr. David Wood, former owner of the Anna Grain and storage facility portion of the Site. Mr. stated that he owned the property from 1977 until 2009. Mr. Wood said during that time the facility was utilized as a grain storage and farm supply facility. According to Mr. Wood, pesticides were sold during his tenure of ownership. Mr. Wood stated that no USTs or ASTs were located at the Site. The railroad spur was present in 1977, but was no longer in use. Mr. Wells stated that a 100 foot wooden elevator was previously located next to the silos but burned to the ground approximately 20 years ago. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 21 www.MODERNGEOSCIENCES.com SITE INTERVIEWS MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS Mr. Wood was familiar with the history of the Site and stated that the Anna Grain facility was developed by at least 1900. According to Mr. Wood, a cotton gin was located in the western portion of the Site around 1900. Mr. Wood was not aware of any previous environmental investigations performed for the Site. Mr. Wood stated that he was not aware of any environmental issues at the Site. TENANTS Modern interviewed Mark Elliot, the current tenant of the Anna Grain facility on February 10, 2016. Mr. Elliot stated that he had rented the facility for three years. Mr. Elliot is a licensed pesticide dealer in the State of Texas. Mr. Elliot stated that the farm store has not been in operation since October 2015. According to Mr. Elliot the Anna Grain portion of the Site currently is used for storage rental. Mr. Elliot was not aware of any environmental issues with the Site. LOCAL GOVERNMENT Modern submitted an online request for records through the City of Anna website on February 3, OFFICIALS 2016. A response received on February 17, 2016 from Ms. Carrie Smith, with the City of Anna stated that no records were found for the Site. Copies of the local government response are included in Appendix D. STATE GOVERNMENT Modern reviewed available TWDB and RRC records associated with the Site. A summary of Modern's OFFICIALS review of this information is provided in Section 4.3. USER OF REPORT A User Questionnaire was provided to the user of this report following authorization. The completed User Questionnaire is included in Appendix D. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 22 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 7. CONCLUSIONS Modern has performed this Phase I ESA in conformance with the scope and limitations of ASTM E1527 and our work order and authorizing agreement. Any exceptions to, or deletions from, this practice are described in Section 2.0 and/or in applicable sections of this report. 7.1. FINDINGS Modern has performed this Phase I ESA in conformance with the scope and limitations of ASTM E1527-13 and our work order and authorizing agreement. Any exceptions to, or deletions from, this practice are described in Section 2.0 and/or in applicable sections of this report. ON -SITE: The following on -site Recognized Environmental Conditions (RECs) were identified in connection with the Site. ■ Anna Grain and Farm Store The facility has historically stored and sold various food and grain products in several areas of the Site. Based on the type of pesticides and fumigants commonly associated with these activities, the former food and grain storage activities represent an REC in connection with the Site. ■ Former Cotton Gin A former cotton gin was noted to have been located on the western edge of the Site in the early 1900s. Based on the type of pesticides and defoliants commonly associated with cotton gin activities, this former operation is considered an REC in connection with the Site. ■ Wells/McCoy Steel Services The steel fabrication facility in the southern portion of the Site has been in operation since at least the 1970s. Based on the types of cutting oils, solvents, and treatment compounds commonly associated with these operations, the steel fabrication operation is considered an REC in connection with the Site. 7.2. RECOMMENDATIONS Based on the findings of this assessment, additional investigation appears warranted to evaluate the identified RECs. 7.3. DE MINIMIS CONDITIONS Per the ASTM Standard, a de minimis condition is defined as a condition that "generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies." This can include areas of minor staining or spill below reportable quantities. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 23 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ■ The staining identified throughout the various on -site buildings is considered de minimis environmental conditions in connection with the Site. 7.4. HISTORICAL RECOGNIZED ENVIRONMENTAL CONDITIONS The ASTM Standard defines a Historical Recognized Environmental Condition (HREC) as "a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls)." The evaluation of HRECs requires that the Environmental Professional determine "whether the past release is a recognized environmental condition at the time the Phase I Environmental Site Assessment is conducted (for example, if there has been a change in the regulatory criteria)." ■ Modern's assessment did not identify HRECs in association to the Site. 7.5. CONTROLLED RECOGNIZED ENVIRONMENTAL CONDITIONS The ASTM Standard defines a Controlled Recognized Condition (CREC) as "a recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk -based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls)." An example CREC would be a leaking UST that has been closed under commercial use assumptions, but that may not meet residential or "unrestricted" use criteria. In this case, the REC's "control" is the use restriction or assumptions under which the site was issued closure by the applicable regulatory agency. It should be noted that the identification of a CREC does not imply that the control put in place has been evaluated with regard to effectiveness or adequacy. ■ Modern's assessment did not identify CRECs in association to the Site. 7.6. DATA GAPS According to the ASTM Standard, a data gap is only significant if 1) upon the review of various information sources, inconsistent and incongruous information is revealed, and/or 2) in the opinion of the Environmental Professional the inconsistent/incongruous information warrants or raises reasonable concerns related to the potential for RECs. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 24 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ■ Modern was not granted access to the steel fabrication facility in the southern portion of the Site, which is considered a data gap. However, using other available resources, Modern was able to develop opinions with regards to RECs. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 25 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 8. LIMITATIONS AND EXCEPTIONS Modern has prepared this Phase I ESA using reasonable efforts to identify Recognized Environmental Conditions (RECs) associated with the Site. Findings within this report are based on information collected at the time of site reconnaissance and from reasonably ascertainable information obtained during our efforts. This report is not a definitive summary of all possible concerns for a given site and should not be assumed to be a complete account of all potential environmental conditions above or below ground. Current subsurface conditions may differ from our surface observations or available historical sources reviewed. Subsurface conditions can be more reliably evaluated through intrusive techniques that were beyond the scope of this assessment. Information in this report is not intended to be used as a part of a construction document and should not be used for demolition, renovation, or other remodeling purposes. Modern makes no representation or warranty that the past or current operations at the property are, or have been, in compliance with applicable federal, state and local laws, regulations and codes. Modern is not responsible for consequences or conditions arising from facts that were not fully disclosed to during the assessment. An independent data research company was engaged to provide government agency database information consistent with the requirements of ASTM Practice E 1527. This information was assumed to be correct and complete unless obviously contrary to other information available to Modern at the time of this assessment. Reasonable efforts were made to identify evidence of RECs at the property during the assessment. However, reasonable efforts were limited to observation of accessible areas, review of referenced public records and referenced interviews. These methods may not identify all subsurface equipment or evidence hidden from view during our research. Continued viability of this Phase I ESA report is subject to ASTM E 1527-05 Section 4.6. PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 26 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS AIRS TCEQ Current Emission Inventory AMSL Above mean sea level AST Aboveground storage tank ASTM ASTM International AUL Activity Use Limitation CERCLA Comprehensive Environmental Response, Compensation and Liability Act of 1980 CERCLIS Comprehensive Environmental Response, Compensation and Liability Information CESQG Conditionally Exempt Small Quantity Generator CLI Closed Landfill Inventory CoaL Gas EDR Propriety Former Manufactured Gas Listing CONSENT Consent decrees CORRACTS Facilities subject to Corrective Action under RCRA Delisted NPL National Priorities List Delisted List EDR Environmental Data Resources, Inc. ERNS Emergency Response Notification System ESA Environmental Site Assessment FIFRA Federal Insecticide Fungicide & Rodenticide FINDS Facility Index System FRP Fiberglass Reinforced Plastic FTTS FIFRA/TSCA Tracking System HMIRS Hazardous Material Information Reporting System IC Institutional Control IHW TCEQ Industrial & Hazardous Waste Program IOP TCEQ Innocent Owner / Operator Program LQG Large Quantity Generator LPST Leaking Petroleum Storage Tank MLTS Material Listing Information Reporting System PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 27 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS Modern Modern Geosciences, LLC MSD Municipal Setting Designation MSDS Material Safety Data Sheet Multimedia TCEQ Multi Media Enforcement Cases NETR NETR Real Estate Research & Information NFRAP Former CERCLIS sites where no further remedial action is planned NPL National Priorities List NPL Liens National Priorities List Liens PADS PCB Activity Database System Proposed NPL National Priorities List Proposed List PSA Professional Services Agreement PST TCEQ Petroleum Storage Tank Program RAATS RCRA Administration Action Tracking System RCRA Resource Conservation and Recovery Act RCRIS Resource Conservation Recovery Information Service ROD Records of Decision RRC Texas Railroad Commission SHWS State Hazardous Waste Sites SPILLS TCEQ Spills Database Sites SQG Small Quantity Generators List SSTS USEPA Section Seven Tracking System List of Federal Insecticide, Fungicide, & Rodenticide Act SWF/LF Solid Waste Facilities / Landfill Sites TCEQ Texas Commission on Environmental Quality TPWD Texas Parks and Wildlife Department TRIS Toxic Chemical Release Inventory System TSCA USEPA List of Sites that Manufacture and/or Import Chemical Substances on the Toxic Substances Control Act Chemical Substance Inventory List TSD Treatment, Storage, and Disposal PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 28 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS TWDB Texas Water Development Board TXU Texas Utilities USACE U.S. Army Corps of Engineers USC United States Code USEPA United States Environmental Protection Agency USGS United States Geological Survey UST Underground Storage Tank VCP Voluntary Cleanup Program WASTEMGT TCEQ Commercial Hazardous & Solid Waste Management Facilities PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 29 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 10. ENVIRONMENTAL PROFESSIONAL STATEMENT As required pursuant to the ASTM Standard Section 12.13, this report includes the following Environmental Professional Statement concerning the preparation and review of this report. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312 with the stated limitations in this report. �6�`i"K QOq PRIMARY REPORT AUTHOR DATE Catherine Seaton February 24, 2016 PROJECT MANAGER 1 declare that, to the best of my professional knowledge and belief, 1 meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312 and 1 have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. MARY REPORT REVIEWER Kenneth Tramm, PhD, PG, CHMM PRINCIPAL DATE February 24, 2016 PROJECT 16028 1 FEBRUARY 24, 2016 1 PAGE 30 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS FIGURES www.MODERNGEOSCIENCES.com I Sour le: © 2013 National GeographicSociety, i-cubed I '� I — N� _ 100 741 I I I 17 ' �, I ----- -- a 4. I p I I 1 I I I ( I I I I I a I I I I I V. n .'Anna/ ° I Site Location j I I o I I I I I El I �•�/ 706 I •• • —• 7O6 r ! o it • I O -- t AthIthc I e n L .r Ce— _ F+nl I I ° I d � I I 68 1 •e'K t •aa¢aiea. O ve 0 I 1,000 2,000 3,004,000 I I Feet The information included in this figure was obtained from multiple sources and is subject to change without notice. Modern Geosciences does not warrant the accuracy or rights concerning Legend use of third party information. This figure is not intended for use as a survey or construction design document. The use or misuse of (� [=] Slte Boundary the data provided is at the sole risk of the party using or misusing a "' the information. Ram tl �o PROJECT NO. 16028 FIGURE DRAWN: 02.16.16 TOPOGRAPHIC MAP DRAWN BY: CS CHECKED BY: KT Anna Grain Property MODERN G E O S C I E N C E S FFILEME:SEC of S. Powell Parkway and 5th Street TRUSTED ENVIRONMENTAL ADVISORS® rain_Topo_160224.mxd Anna, Texas Aerial: Microsoft Corporation© and its data suppl Parcels: Collin County,Appraisal District Anna Chiropractic 100 S Powell Pkwy Elliot Properties (Ste, Farm Bureaulnsuranc 104 S Powell Pkwy Anna Express i Former Anna Thrifte, 118 S Powell Pkwy (PST 9711/LPST 1040 .a. Vacariti B) Daddy Rex's BBC 121 W 4th St City of Anna Mama Mia's Municipal Court/Police Dept. 203 W 4th St 101 S Powell Pkwy Ex press'Signs'&-Shirts ;117 S Powell Pkwy Residences nna Fire Department 305 S Powell Pkwv_ See Figure 3 for Site Details Crow's Country Cafe 111 W 4th St Vacant Residences Residential 0 50 100 150 200 Feet The information included in this figure was obtained from multiple Legend sources and is subject to change without notice. Modern Geosciences does not warrant the accuracy or rights concerning O Site Boundary use of third party information. This figure is not intended for use as a survey or construction design document. The use or misuse of Parcels the data provided is at the sole risk of the party using or misusing the information. PROJECT NO. 16028 FIGURE DRAWN: 02.16.16 SITE MAP DRAWN BY: CS 2 CHECKED BY: KT Anna Grain Property MODERN G E O S C I E N C E S IFILE NAME: SEC of S. Powell Parkway and 5th Street Anna, Texas TRUSTED ENVIRONMENTAL ADVISORS® nnnacrain_steMap(Php_1e0224.mxd Microsoft Corporation© and its data :: Collin County Appraisal District Carwash I� Truck Scale L _ Stowage Units I I I Farm J r _ store Storage� L_ StorraggeUnits Engine Mount of— X— X — — X — Former Cotton i in I I X— X— X Warehouse Fenced Storage Area X—X_— X—X_X_ I Hand Dug Well k. � xk I � I Anna Fire Department 305 S Powell Pkwy20 I ��` �.-► T I i C Silo�j �silo � o r�J! ICI Grain Collection IIco, I 1 Basin J U), Warehouse �' T L_J I I Wells/McCoy Steel Services Residential Legend 0 50 100 150 200 QT Pole -Mounted Transformers L Structures Feet Feet ° Carwash Drain (Sand Trap) X enced Storage Area The information included in this figure was obtained from multiple .++ Former Railroad Spur 0 Parcels sources and is subject to change without notice. Modern a (1 940s-1 960s) Geosciences does not warrant the accuracy or rights concerning = Site Boundary use of third party information. This figure is not intended for use as Overhead Transmission a survey or construction design document. The use or misuse of the data provided is at the sole risk of the party using or misusing Line the information. PROJECT NO. 16028 FIGURE DRAWN: 02.16.16 SITE DETAIL MAP DRAWN BY: CS A s CHECKED BY: KT Anna Grain Property MODERN G E O S C I E N C E S SEC of S. Powell Parkway and 5th Street FILE NAME: Anna, Texas TRUSTED ENVIRONMENTAL ADVISORS" An naGrain_SiteDetail(Ph l)_160224. mxd MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS APPENDIX A Regulatory Database Report www.MODERNGEOSCIENCES.com Anna Grain Property 205 S Powell Parkway Anna, TX 75409 Inquiry Number: 4526575.2s February 01, 2016 6 Armstrong Road, 4th floor www.edrnet.comt.com Shelton, CT 06484 (rEDR(oEnvironmental Data Resources Inc Toll Free: FORM-LBC-GXH TABLE OF CONTENTS SECTION PAGE Executive Summary ES1 OverviewMap----------------------------------------------------------- 2 DetailMap-------------------------------------------------------------- 3 Map Findings Summary 4 MapFindings------------------------------------------------------------ 8 Orphan Summary--------------------------------------------------------- 50 Government Records Searched/Data Currency Tracking- - - - - - - - - - - - - - - - - - - - - - - - - - GRA GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map ------------------------------------------- A-5 Physical Setting Source Map------------------------------------------------ A-9 Physical Setting Source Map Findings A-11 Physical Setting Source Records Searched PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TC4526575.2s Page 1 EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 205 S POWELL PARKWAY ANNA, TX 75409 COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): Elevation: 33.3473500 - 33° 20' 50.46" 96.5502140 - 96' 33' 0.77" Zone 14 727980.6 3692283.2 705 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 5939209 ANNA, TX Version Date: 2013 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20120719 Source: USDA TC4526575.2s EXECUTIVE SUMMARY 1 MAPPED SITES SUMMARY Target Property Address: 205 S POWELL PARKWAY ANNA, TX 75409 Click on Map ID to see full detail. MAP ID SITE NAME ADDRESS DATABASE ACRONYMS RELATIVE DIST (ft. & mi.) ELEVATION DIRECTION 1 COYOTE DEN 601 S POWELL PKWY UST, Financial Assurance Lower 38, 0.007, SW A2 ANNA THRIFTEE LPST, UST Lower 80, 0.015, NW 3 ANNA ISD SHIRLEY AVE AND 7TH RCRA NonGen / NLR Higher 221, 0.042, SE A4 320 W 5TH ST EDR Hist Auto Lower 258, 0.049, NW A5 NORTH TEXAS POOL CHE 320 W 5TH ST RCRA-CESQG Lower 258, 0.049, NW 6 WALNUT CENTERAL OFFI 104 N RIGGINS ST LPST Higher 391, 0.074, NNE 7 ANNA ISD 200 E 7TH ST UST Higher 564, 0.107, ESE 8 COYOTE DEN 600 S POWELL PKWY LPST Lower 570, 0.108, SSW 9 ANNA ISD SHIRLEY AVE CLI, Ind. Haz Waste Higher 673, 0.127, North 10 ANNA CLI Lower 1360, 0.258, SSW 4526575.2s Page 2 EXECUTIVE SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL---------------- Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY---------. Federal Facility Site Information listing CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System Federal CERCLIS NFRAP site List CERCLIS-NFRAP CERCLIS No Further Remedial Action Planned Federal RCRA CORRACTS facilities list CORRACTS------------------ Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG------------------ RCRA - Small Quantity Generators Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROL---------- Sites with Institutional Controls TC4526575.2s EXECUTIVE SUMMARY 3 EXECUTIVE SUMMARY Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent NPL SHWS State Superfund Registry State and tribal landfill and/or solid waste disposal site lists SWF/LF Permitted Solid Waste Facilities WasteMgt _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Commercial Hazardous & Solid Waste Management Facilities State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing AST__________________________ Petroleum Storage Tank Database INDIAN UST Underground Storage Tanks on Indian Land State and tribal institutional control / engineering control registries AUL__________________________ Sites with Controls State and tribal voluntary cleanup sites INDIAN VCP------------------ Voluntary Cleanup Priority Listing VCP Voluntary Cleanup Program Database State and tribal Brownfields sites BROWNFIELDS Brownfields Site Assessments ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS---------- A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCY Recycling Facility Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9----------- Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory Local Lists of Hazardous waste / Contaminated Sites US HIST CDL National Clandestine Laboratory Register PRIORITYCLEANERS_______. Dry Cleaner Remediation Program Prioritization List TC4526575.2s EXECUTIVE SUMMARY 4 EXECUTIVE SUMMARY DEL SHWS------------------- Deleted Superfund Registry Sites US CDL Clandestine Drug Labs Local Land Records HIST LIENS Environmental Liens Listing LIENS________________________ Environmental Liens Listing LIENS 2 CERCLA Lien Information Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System SPILLS_______________________ Spills Database SPILLS 90 SPILLS 90 data from FirstSearch SPILLS 80 SPILLS 80 data from FirstSearch Other Ascertainable Records FUDS________________________ Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR--------------- Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA________________________ Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD_________________________ Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP__________________________ Potentially Responsible Parties PADS________________________ PCB Activity Database System ICIS Integrated Compliance Information System FTTS_________________________ FIFRA/TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE_ _ _ _ _ _ _ _ _ _ _ _ _. Steam -Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO____________________ Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT___________________ Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations UMTRA Uranium Mill Tailings Sites LEAD SMELTERS____________ Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File FINDS ------------------------ Facility Index System/Facility Registry System AIRS Current Emission Inventory Data APAR Affected Property Assessment Report Site Listing COAL ASH___________________ Coal Ash Disposal Sites DRYCLEANERS Drycleaner Registration Database Listing ED AQUIF Edwards Aquifer Permits ENF__________________________ Notice of Violations Listing TC4526575.2s EXECUTIVE SUMMARY 5 EXECUTIVE SUMMARY Financial Assurance ---------- Financial Assurance Information Listing GCC Groundwater Contamination Cases IHW CORR ACTION IHW CORR ACTION IOP--------------------------. Innocent Owner/Operator Program MSD Municipal Settings Designations Database NPDES NPDES Facility List RWS_________________________ Radioactive Waste Sites TIER 2 Tier 2 Chemical Inventory Reports UIC Underground Injection Wells Database Listing EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP____________________ EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner EDR Exclusive Historic Dry Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LF______________________ Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-CESQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-CESQG list, as provided by EDR, and dated 06/09/2015 has revealed that there is 1 RCRA-CESQG site within approximately 0.25 miles of the target property. TC4526575.2s EXECUTIVE SUMMARY 6 Lower Elevation NORTH TEXAS POOL CHE EXECUTIVE SUMMARY ArMrccc 320 W 5TH ST Direction / Distance Map ID Page NW 0 - 1/8 (0.049 mi.) A5 39 State and tribal landfill and/or solid waste disposal site lists CLI: Closed and abandoned landfills (permitted as well as unauthorized) across the state of Texas. For current information regarding any of the sites included in this database, contact the appropriate Council of Governments agency. A review of the CLI list, as provided by EDR, and dated 08/30/1999 has revealed that there are 2 CLI sites within approximately 0.5 miles of the target property. Eaual/Hiaher Elevation Address Direction / Distance Map ID ANNA ISD Date Closed: Lower Elevation ANNA Status: Closed Facility Id: U745 SHIRLEYAVE N 118 - 114 (0.127 mi.) 9 Page 45 Address Direction / Distance Map ID Page SSW 1/4 - 1/2 (0.258 mi.) 10 49 State and tribal leaking storage tank lists LPST: The Leaking Petroleum Storage Tank Incident Reports contain an inventory of reported leaking petroleum storage tank incidents. The data come from the Texas Commission on Environmental Quality's Leaking Petroleum Storage Tank Database. A review of the LPST list, as provided by EDR, and dated 11/10/2015 has revealed that there are 3 LPST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction / Distance Map ID Page WALNUT CENTERAL OFFI 104 N RIGGINS ST NNE 0 - 1/8 (0.074 mi.) 6 40 Status Code: FINAL CONCURRENCE ISSUED, CASE CLOSED LPST Id: 111188 CA Status: 6A - FINAL CONCURRENCE ISSUED Lower Elevation Address ANNA THRIFTEE Status Code: FINAL CONCURRENCE ISSUED, CASE CLOSED LPST Id: 104000 CA Status: 6A - FINAL CONCURRENCE ISSUED Facility ID: 0009711 COYOTE DEN 600 S POWELL PKWY Status Code: FINAL CONCURRENCE ISSUED, CASE CLOSED LPST Id: 111791 CA Status: 6A - FINAL CONCURRENCE ISSUED Direction / Distance Map ID Page NW 0 - 118 (0.015 mL) A2 31 SSW 0 - 1/8 (0.108 mi.) 8 44 TC4526575.2s EXECUTIVE SUMMARY 7 EXECUTIVE SUMMARY Facility ID: 0047316 State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Texas Commission on Environmental Quality's Petroleum Storage Tank Database. A review of the UST list, as provided by EDR, and dated 09/01/2015 has revealed that there are 3 UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction / Distance Map ID Page ANNA ISD 200 E 7TH ST ESE 0 - 1/8 (0.107 mi.) 7 41 Facility Status: INACTIVE Facility Id: 36139 Facility Num: 67963 Al Number: 896004012002153 Lower Elevation COYOTE DEN Facility Status: ACTIVE Facility Id: 47316 Facility Num: 78600 Al Number: 123590002002062 ANNA THRIFTEE Facility Status: INACTIVE Facility Id: 9711 Facility Num: 85375 Al Number: 709718482002062 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records nMro¢¢ 601 S POWELL PKWY Direction / Distance Map ID Page SW 0 - 118 (0.007 mi.) 1 8 NW 0 - 118 (0.015 mi.) A2 31 RCRA NonGen / NLR: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non -Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 06/09/2015 has revealed that there is 1 RCRA NonGen / NLR site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction / Distance Map ID Page ANNA ISD SHIRLEY AVE AND 7TH SE 0 - 1/8 (0.042 mi.) 3 37 TC4526575.2s EXECUTIVE SUMMARY 8 EXECUTIVE SUMMARY Ind. Haz Waste: The Industrial and Hazardous Waste Database contains summary reports by waste handlers, generators and shippers in Texas. A review of the Ind. Haz Waste list, as provided by EDR, and dated 09/01/2015 has revealed that there is 1 Ind. Haz Waste site within approximately 0.25 miles of the target property. Equal/Higher Elevation ANNA ISD Registration Number: 76805 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records Address Direction / Distance Map ID Page SHIRLEYAVE N 118 - 114 (0.127 mi.) 9 45 EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property. Lower Elevation Address Direction / Distance Map ID Page Not reported 320 W 5TH ST NW 0 - 1/8 (0.049 mi.) A4 39 TC4526575.2s EXECUTIVE SUMMARY 9 EXECUTIVE SUMMARY Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records. Site Name KiZ�l:�y�1►/1 Database(s) LPST TC4526575.2s EXECUTIVE SUMMARY 10 OVERVIEW MAP - 4526575.2S 'fir i' '., r� � • L, i= 1• v -se / V Target Property A Sites at elevations higher than or equal to the target property ♦ Sites at elevations lower than the target property 1 Manufactured Gas Plants National Priority List Sites Dept. Defense Sites 1( II � x 1 �I 0 1/4 1/2 1 Miles Indian Reservations BIA N Pipelines 100-year flood zone 500-year flood zone National Wetland Inventory State Wetlands This report includes Interactive Map Layers to display and/or hide map information. The legend includes only those icons for the default map view. SITE NAME: Anna Grain Property CLIENT: Modern GeoSciences ADDRESS: 205 S Powell Parkway CONTACT: Catherine Seaton Anna TX 75409 INQUIRY #: 4526575.2s LAT/LONG: 33.34735 / 96.550214 DATE: February 01, 2016 10:12 am Copyright m 2016 EDR, Inc. (c) 2015 TornTom Rel. 2015. DETAIL MAP - 4526575.2S 0 C4 r 3 i 0-1%W AEC Fbb -db IF P.I • i * L Ilk 41tS t -6 F 4 t h \ w UL I W iI ►�#. 2 I E 5 1 h f 1 • w. - ----# -3 I 4W t sqtA i + } y • ��. _ y y� ANN ALP AI Mln111 17 f y ANNA I S 111 r _ ' ,IDI K IMAi 1 1114[NTARY + . C/� �N! } e St +� r r r s. a •--- " Target Property Sites at elevations higher than or equal to the target property ♦ Sites at elevations lower than the target property 1 Manufactured Gas Plants r Sensitive Receptors National Priority List Sites Dept. Defense Sites 0 1 /16 1 /8 114 Mlles Indian Reservations BIA Pipelines 100-year flood zone 500-year flood zone National Wetland Inventory State Wetlands Ar* This report includes Interactive Map Layers to display and/or hide map information. The legend includes only those icons for the default map view. SITE NAME: Anna Grain Property CLIENT: Modern GeoSciences ADDRESS: 205 S Powell Parkway CONTACT: Catherine Seaton Anna TX 75409 INQUIRY #: 4526575.2s LAT/LONG: 33.34735 / 96.550214 DATE: February 01, 2016 10:13 am Copyright m 2016 EDR, Inc. (c) 2015 TornTom Rel. 2015. MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS TP NR NR NR NR NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list FEDERAL FACILITY 0.500 0 0 0 NR NR 0 CERCLIS 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site List CERCLIS-NFRAP 0.500 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 0 0 NR NR NR 0 RCRA-SQG 0.250 0 0 NR NR NR 0 RCRA-CESQG 0.250 1 0 NR NR NR 1 Federal institutional controls / engineering controls registries LUCIS 0.500 0 0 0 NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROL 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State- and tribal - equivalent NPL SHWS 1.000 0 0 0 0 NR 0 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 0 NR NR 0 CLI 0.500 0 1 1 NR NR 2 WasteMgt TP NR NR NR NR NR 0 State and tribal leaking storage tank lists INDIAN LUST 0.500 0 0 0 NR NR 0 LPST 0.500 3 0 0 NR NR 3 TC4526575.2s Page 4 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2 - 1 > 1 Plotted State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 3 0 NR NR NR 3 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal institutional control / engineering control registries AUL 0.500 0 0 0 NR NR 0 State and tribal voluntary cleanup sites INDIAN VCP 0.500 0 0 0 NR NR 0 VCP 0.500 0 0 0 NR NR 0 State and tribal Brownfields sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill / Solid Waste Disposal Sites SWRCY 0.500 0 0 0 NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste / Contaminated Sites US HIST CDL TP NR NR NR NR NR 0 PRIORITYCLEANERS 0.500 0 0 0 NR NR 0 DEL SHWS 1.000 0 0 0 0 NR 0 US CDL TP NR NR NR NR NR 0 Local Land Records HIST LIENS TP NR NR NR NR NR 0 LIENS TP NR NR NR NR NR 0 LIENS 2 TP NR NR NR NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 SPILLS TP NR NR NR NR NR 0 SPILLS 90 TP NR NR NR NR NR 0 SPILLS 80 TP NR NR NR NR NR 0 Other Ascertainable Records RCRA NonGen / NLR 0.250 1 0 NR NR NR 1 TC4526575.2s Page 5 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 TSCA TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 RMP TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 PCB TRANSFORMER TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 US AIRS TP NR NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR 0 FINDS TP NR NR NR NR NR 0 AIRS TP NR NR NR NR NR 0 APAR TP NR NR NR NR NR 0 COAL ASH 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 ED AQUIF TP NR NR NR NR NR 0 ENF TP NR NR NR NR NR 0 Financial Assurance TP NR NR NR NR NR 0 GCC TP NR NR NR NR NR 0 Ind. Haz Waste 0.250 0 1 NR NR NR 1 IHW CORR ACTION 0.250 0 0 NR NR NR 0 IOP TP NR NR NR NR NR 0 MSD 0.500 0 0 0 NR NR 0 NPDES TP NR NR NR NR NR 0 RWS TP NR NR NR NR NR 0 TIER 2 TP NR NR NR NR NR 0 UIC TP NR NR NR NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR 0 TC4526575.2s Page 6 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2 - 1 > 1 Plotted EDR Hist Auto 0.125 1 NR NR NR NR 1 EDR Hist Cleaner 0.125 0 NR NR NR NR 0 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS TP NR NR NR NR NR 0 RGA LF TP NR NR NR NR NR 0 Totals -- 0 9 2 1 0 0 12 NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC4526575.2s Page 7 Map ID Direction Distance Elevation Site MAP FINDINGS 1 COYOTE DEN SW 601 S POWELL PKWY < 1/8 ANNA, TX 75409 0.007 mi. 38 ft. Relative: UST: Lower Facility Id: Facility Type: Actual: Facility Begin Date: 698 ft. Facility Status: Facility Exempt Status: Records Off -Site: UST Financial Assurance Required: Number Of Active UST: Site Location Description: Site Location (Nearest City/County/Zip): Site Location (TCEQ Region): Contact Name/Title: Contact Organization Name: Contact Mailing Address1: Contact Mailing Address2: Contact Mailing City/State/Zip: Contact Phone Number: Contact Fax Number: Contact Email Address: Facility Contact Address Deliverable: Application Received Date On Earliest Reg Form: Signature Date On Earliest Reg Form: Signature Name/Title On Earliest Reg Form: Signature Role On Earliest Reg Form: Signature Company On Earliest Reg Form: Enforcement Action: Facility Not Inspectable: Facility Billing Contacts: Princ Id: AR Number: Contact Name/Title: Contact Organization Name: Contact Mailing Address (Delivery): Contact Mailing Address (Internal Delivery): Contact Mailing City/State/Zip: Phone Number/Ext: Contact Fax Number/Ext: Contact EMail Address: Contact Address Deliverable: Owner: Princ Id: Additional Id: Facility Num/AI: Owner CN: Owner Name: Owner Effective Begin Date: Owner Type: State Tax Id: Contact Role: Contact Name/Title: EDR ID Number Database(s) EPA ID Number UST 0001278635 Financial Assurance N/A 47316 RETAIL 03/02/1989 ACTIVE No No Yes 4 Not reported COLLIN 75409 4 A ASAD, COYOTE DEN Not reported Not reported Not reported 9729242111 Not reported Not reported Not reported 02/20/2015 01 /23/2015 AHMED ASAD, Not reported Not reported No No 133589992002062 49032 COYOTE DEN/ ANNA PLAZA INC 601 S POWELL PKWY Not reported ANNA, TX 75409 2585 Not reported Yes 133589992002062 123590002002062 47316 CN600824452 ANNA PLAZA INC 08/31 /1996 CO 17526210160 OWNCON A ASAD/ TC4526575.2s Page 8 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Contact Organization Name: ANNA PLAZA INC Contact Mailing Address (Delivery): 601 S POWELL PKWY Contact Mailing Address (Internal Delivery): Not reported Contact Mailing City/State/Zip: ANNA, TX 75409 2585 Contact Phone Number/Ext: 1 972 9242111/0 Contact Fax Number/Ext: / Contact Email Address: Not reported Operator: Princ Id: 133589992002062 Additional Id: 123590002002062 Facility Num/AI: 47316 Operator CN: CN600824452 Operator Name (Company Or Ind Last Name): ANNA PLAZA INC Operator Name (Individual First/Middle): Not reported Operator Effective Begin Date: 08/31/1996 Operator Type: CO Contact Role: OPRCON Contact Name: ASAD Contact Title: Not reported Contact Organization Name: ANNA PLAZA INC Contact Mailing Address (Delivery): 601 S POWELL PKWY Contact Mailing Address (Internal Delivery): Not reported Contact Mailing City/State/Zip: ANNA, TX 75409 2585 Contact Phone Number/Ext: 1 972 9242111/0 Contact Fax Number/Ext: / Contact Email Address: Not reported Self Certification: Cert Id: 121756 Facility Num/AI: 47316 Self -Certification Date: 08/29/2003 Signature Name/Title: A ASAD V P Signature Type Role: LEGAL AUTH REP OWNER Filing Status(Initial, Renewal, Amendment): INITIAL Registration Self -Certification Flag: Yes Facility Fees Self -Certification Flag: Yes Financial Assurance Self -Certification Flag: Yes Technical Standards Self -Certification Flag: Yes Delivery Certificate Expiration Date: 02/28/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Cert Id: 121757 Facility Num/AI: 47316 Self -Certification Date: 12/29/2003 Signature Name/Title: A ASAD VP Signature Type Role: LEGAL AUTH REP OWNER Filing Status(Initial, Renewal, Amendment): RENEWAL Registration Self -Certification Flag: Yes Facility Fees Self -Certification Flag: Yes Financial Assurance Self -Certification Flag: Yes TC4526575.2s Page 9 Map ID Direction Distance Elevation MAP FINDINGS Site EDR ID Number Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Technical Standards Self -Certification Flag: Yes Delivery Certificate Expiration Date: 02/28/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Cert Id: 121758 Facility Num/AI: 47316 Self -Certification Date: 01/24/2005 Signature Name/Title: A ASAD PRIES Signature Type Role: LEGAL AUTH REP OWNER Filing Status(Initial, Renewal, Amendment): RENEWAL Registration Self -Certification Flag: Yes Facility Fees Self -Certification Flag: Yes Financial Assurance Self -Certification Flag: Yes Technical Standards Self -Certification Flag: Yes Delivery Certificate Expiration Date: 02/28/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Cert Id: 121759 Facility Num/AI: 47316 Self -Certification Date: 01/25/2006 Signature Name/Title: A ASAP PRESIDENT Signature Type Role: LEGAL AUTH REP OWNER Filing Status(Initial, Renewal, Amendment): RENEWAL Registration Self -Certification Flag: Yes Facility Fees Self -Certification Flag: Yes Financial Assurance Self -Certification Flag: Yes Technical Standards Self -Certification Flag: Yes Delivery Certificate Expiration Date: 02/28/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Cert Id: 121760 Facility Num/AI: 47316 Self -Certification Date: 01/22/2007 Signature Name/Title: A ASAD PRIES Signature Type Role: LEGAL AUTH REP OWNER Filing Status(Initial, Renewal, Amendment): RENEWAL Registration Self -Certification Flag: Yes Facility Fees Self -Certification Flag: Yes Financial Assurance Self -Certification Flag: Yes Technical Standards Self -Certification Flag: Yes Delivery Certificate Expiration Date: 02/28/2008 Reporting Method: Not reported TC4526575.2s Page 10 Map ID Direction Distance Elevation Site COYOTE DEN (Continued) MAP FINDINGS Tank Corrosion Protection Compliance: Piping Corrosion Protection Compliance: Compartment Release Detection Compliance: Piping Release Detection Compliance: Spill Prevention/Overfill Compliance: Cert Id: Facility Num/AI: Self -Certification Date: Signature Name/Title: Signature Type Role: Filing Status(Initial, Renewal, Amendment): Registration Self -Certification Flag: Facility Fees Self -Certification Flag: Financial Assurance Self -Certification Flag: Technical Standards Self -Certification Flag: Delivery Certificate Expiration Date: Reporting Method: Tank Corrosion Protection Compliance: Piping Corrosion Protection Compliance: Compartment Release Detection Compliance: Piping Release Detection Compliance: Spill Prevention/Overfill Compliance: Cert Id: Facility Num/AI: Self -Certification Date: Signature Name/Title: Signature Type Role: Filing Status(Initial, Renewal, Amendment): Registration Self -Certification Flag: Facility Fees Self -Certification Flag: Financial Assurance Self -Certification Flag: Technical Standards Self -Certification Flag: Delivery Certificate Expiration Date: Reporting Method: Tank Corrosion Protection Compliance: Piping Corrosion Protection Compliance: Compartment Release Detection Compliance: Piping Release Detection Compliance: Spill Prevention/Overfill Compliance: Cert Id: Facility Num/AI: Self -Certification Date: Signature Name/Title: Signature Type Role: Filing Status(Initial, Renewal, Amendment): Registration Self -Certification Flag: Facility Fees Self -Certification Flag: Financial Assurance Self -Certification Flag: Technical Standards Self -Certification Flag: Delivery Certificate Expiration Date: Reporting Method: Tank Corrosion Protection Compliance: Piping Corrosion Protection Compliance: Compartment Release Detection Compliance: EDR ID Number Database(s) EPA ID Number 0001278635 Not reported Not reported Not reported Not reported Not reported 121761 47316 12/19/2007 A ASAD PRIES LEGAL AUTH REP OWNER RENEWAL Yes Yes Yes Yes 02/28/2009 Not reported Not reported Not reported Not reported Not reported Not reported 121762 47316 02/03/2009 A ASAD PRIES LEGAL AUTH REP OWNER RENEWAL Yes Yes Yes Yes 02/28/2010 Not reported Not reported Not reported Not reported Not reported Not reported 121763 47316 02/03/2010 A ASAD PRIES LEGAL AUTH REP OPERATOR RENEWAL Yes Yes Yes Yes 02/28/2011 Not reported Not reported Not reported Not reported TC4526575.2s Page 11 Map ID Direction Distance Elevation Site MAP FINDINGS COYOTE DEN (Continued) Piping Release Detection Compliance: Spill Prevention/Overfill Compliance: Cert Id: Facility Num/AI: Self -Certification Date: Signature Name/Title: Signature Type Role: Filing Status(Initial, Renewal, Amendment): Registration Self -Certification Flag: Facility Fees Self -Certification Flag: Financial Assurance Self -Certification Flag: Technical Standards Self -Certification Flag: Delivery Certificate Expiration Date: Reporting Method: Tank Corrosion Protection Compliance: Piping Corrosion Protection Compliance: Compartment Release Detection Compliance: Piping Release Detection Compliance: Spill Prevention/Overfill Compliance: Cert Id: Facility Num/AI: Self -Certification Date: Signature Name/Title: Signature Type Role: Filing Status(Initial, Renewal, Amendment): Registration Self -Certification Flag: Facility Fees Self -Certification Flag: Financial Assurance Self -Certification Flag: Technical Standards Self -Certification Flag: Delivery Certificate Expiration Date: Reporting Method: Tank Corrosion Protection Compliance: Piping Corrosion Protection Compliance: Compartment Release Detection Compliance: Piping Release Detection Compliance: Spill Prevention/Overfill Compliance: Cert Id: Facility Num/AI: Self -Certification Date: Signature Name/Title: Signature Type Role: Filing Status(Initial, Renewal, Amendment): Registration Self -Certification Flag: Facility Fees Self -Certification Flag: Financial Assurance Self -Certification Flag: Technical Standards Self -Certification Flag: Delivery Certificate Expiration Date: Reporting Method: Tank Corrosion Protection Compliance: Piping Corrosion Protection Compliance: Compartment Release Detection Compliance: Piping Release Detection Compliance: Spill Prevention/Overfill Compliance: EDR ID Number Database(s) EPA ID Number Not reported Not reported 121764 47316 01/31/2011 A ASAD PRIES LEGAL AUTH REP OPERATOR RENEWAL Yes Yes Yes Yes 02/28/2012 Not reported Not reported Not reported Not reported Not reported Not reported 121765 47316 02/27/2012 A ASAD PRIES LEGAL AUTH REP OPERATOR RENEWAL Yes Yes Yes Yes 02/28/2013 Not reported Not reported Not reported Not reported Not reported Not reported 121766 47316 02/20/2013 AHMED ASAD PRES LEGAL AUTH REP OWNER RENEWAL Yes Yes Yes Yes 02/28/2014 Not reported Not reported Not reported Not reported Not reported Not reported 0001278635 TC4526575.2s Page 12 Map ID Direction Distance Elevation MAP FINDINGS Site EDR ID Number Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Cert Id: 231744 Facility Num/AI: 47316 Self -Certification Date: 02/07/2014 Signature Name/Title: AHMED ASAD PRIES Signature Type Role: LEGAL AUTH REP OWNER Filing Status(Initial, Renewal, Amendment): RENEWAL Registration Self -Certification Flag: Yes Facility Fees Self -Certification Flag: Yes Financial Assurance Self -Certification Flag: Yes Technical Standards Self -Certification Flag: Yes Delivery Certificate Expiration Date: 02/28/2015 Reporting Method: P Tank Corrosion Protection Compliance: Yes Piping Corrosion Protection Compliance: Yes Compartment Release Detection Compliance: Yes Piping Release Detection Compliance: Yes Spill Prevention/Overfill Compliance: Yes Cert Id: 249406 Facility Num/AI: 47316 Self -Certification Date: 01/23/2015 Signature Name/Title: AHMED ASAD PRIES Signature Type Role: OWNER Filing Status(Initial, Renewal, Amendment): RENEWAL Registration Self -Certification Flag: Yes Facility Fees Self -Certification Flag: Yes Financial Assurance Self -Certification Flag: Yes Technical Standards Self -Certification Flag: Yes Delivery Certificate Expiration Date: 02/29/2016 Reporting Method: P Tank Corrosion Protection Compliance: Yes Piping Corrosion Protection Compliance: Yes Compartment Release Detection Compliance: Yes Piping Release Detection Compliance: Yes Spill Prevention/Overfill Compliance: Yes Tanks: UST Id: 123485 Facility Num/AI: 47316 Tank Id: 1 Number Of Compartments: 1 Tank Installation Date: 01/01/1988 Tank Registration Date: 01/03/1989 Tank Capacity (In Gallons): 9700 Tank Status (Current): IN USE Tank Status Date: 01/01/1988 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot (Internal Tank Lining Date): Not reported Tank Design (Single Wall): Y Tank Design (Double Wall): N Piping Design (Single Wall): Y Piping Design (Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): Y Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N TC4526575.2s Page 13 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Type Of Piping(P=Pressurized,S=Suction,G=Gravity): P Tank Material (Steel): N Tank Material(Frp(Fiberglass-Reinforced Plastic): Y Tank Mat(Composite (Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed (Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material (Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Con nect/VaIves (Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves (Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM (ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Ext Dielectric Coat/ Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM) (Cathodic Factory Install): N PCPM(Cathodic Prot -Field Install): N PCPMethod (FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping (Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM (Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance (: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 09/23/1991 Compartment Records: Tank Id: 1 UST Comprt Id: 111601 UST Id: 123485 Facility Num/Ai: 47316 Compartment Id: A Capacity (In Gallons): 9700 Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentRelease Detection Method (Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRDM(Interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging (Tanks-1000 G): N TC4526575.2s Page 14 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir (Stat Inv Reconciliation)/Inv Control): N Piping ReleaseDetectionMethod(PRDM)(Vapor): N PRDM(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(Interstitial Monitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve) ): N SOPE(FlowRestrictorValue: Y SOPE(Alarm (Set@<=90%) W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag ): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: 11/10/1998 More Self Certification: Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121766 UST Comprt Id: 351613 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121757 UST Comprt Id: 351622 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121765 UST Comprt Id: 351614 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121760 UST Comprt Id: 351619 Ust Id: 111601 TC4526575.2s Page 15 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121761 UST Comprt Id: 351618 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121758 UST Comprt Id: 351621 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 231744 UST Comprt Id: 665291 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121762 UST Comprt Id: 351617 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121759 UST Comprt Id: 351620 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121763 UST Comprt Id: 351616 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 249406 UST Comprt Id: 716954 Ust Id: 111601 Tank Id: 1 TC4526575.2s Page 16 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121764 UST Comprt Id: 351615 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123485 Self Cert comprt id: 47316 Self Cert Id: 121756 UST Comprt Id: 351623 Ust Id: 111601 Tank Id: 1 Compartment Id (A, B, C, Etc.): A UST Id: 123486 Facility Num/Al: 47316 Tank Id: 2 Number Of Compartments: 1 Tank Installation Date: 01/01/1988 Tank Registration Date: 01/03/1989 Tank Capacity (In Gallons): 9700 Tank Status (Current): IN USE Tank Status Date: 01/01/1988 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot (Internal Tank Lining Date): Not reported Tank Design (Single Wall): Y Tank Design (Double Wall): N Piping Design (Single Wall): Y Piping Design (Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): Y Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Type Of Piping(P=Pressurized,S=Suction,G=Gravity): P Tank Material (Steel): N Tank Material(Frp(Fiberglass-Reinforced Plastic): Y Tank Mat(Composite (Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed (Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material (Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Con nect/VaIves (Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves (Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TC4526575.2s Page 17 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 TCPM (ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Ext Dielectric Coat/ Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM) (Cathodic Factory Install): N PCPM(Cathodic Prot -Field Install): N PCPMethod (FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping (Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM (Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance (: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 09/23/1991 Compartment Records: Tank Id: 2 UST Comprt Id: 111602 UST Id: 123486 Facility Num/Ai: 47316 Compartment Id: A Capacity (In Gallons): 9700 Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentRelease Detection Method (Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRDM(Interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging (Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir (Stat Inv Reconciliation)/Inv Control): N Piping ReleaseDetectionMethod(PRDM)(Vapor): N PRDM(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(Interstitial Monitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve) ): N SOPE(FlowRestrictorValue: Y SOPE(Alarm (Set@< 90%) W/3a Or 3b: N SOPE(N/A Deliveries To Tank< 25G): N TC4526575.2s Page 18 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag ): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: 11/10/1998 More Self Certification: Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 231744 UST Comprt Id: 665289 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 249406 UST Comprt Id: 716956 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121756 UST Comprt Id: 351634 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121757 UST Comprt Id: 351633 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121758 UST Comprt Id: 351632 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121759 UST Comprt Id: 351631 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A TC4526575.2s Page 19 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121760 UST Comprt Id: 351630 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121761 UST Comprt Id: 351629 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121762 UST Comprt Id: 351628 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121763 UST Comprt Id: 351627 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121764 UST Comprt Id: 351626 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121765 UST Comprt Id: 351625 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123486 Self Cert comprt id: 47316 Self Cert Id: 121766 UST Comprt Id: 351624 Ust Id: 111602 Tank Id: 2 Compartment Id (A, B, C, Etc.): A TC4526575.2s Page 20 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 UST Id: 123484 Facility Num/AI: 47316 Tank Id: 3 Number Of Compartments: 1 Tank Installation Date: 01/01/1988 Tank Registration Date: 01/03/1989 Tank Capacity (In Gallons): 9700 Tank Status (Current): IN USE Tank Status Date: 01/01/1988 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot (Internal Tank Lining Date): Not reported Tank Design (Single Wall): Y Tank Design (Double Wall): N Piping Design (Single Wall): Y Piping Design (Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): Y Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Type Of Piping(P=Pressurized,S=Suction,G=Gravity): P Tank Material (Steel): N Tank Material(Frp(Fiberglass-Reinforced Plastic): Y Tank Mat(Composite (Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed (Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material (Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Con nect/VaIves (Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves (Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM (ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Ext Dielectric Coat/ Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM) (Cathodic Factory Install): N PCPM(Cathodic Prot -Field Install): N PCPMethod (FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping (Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM (Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance (: N Piping Corrosion Prot Variance: N TC4526575.2s Page 21 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 09/23/1991 Compartment Records: Tank Id: 3 UST Comprt Id: 111600 UST Id: 123484 Facility Num/Ai: 47316 Compartment Id: A Capacity (In Gallons): 9700 Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetection Method (Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRDM(Interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging (Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir (Stat Inv Reconciliation)/Inv Control): N Piping ReleaseDetectionMethod(PRDM)(Vapor): N PRDM(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(Interstitial Monitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve) ): N SOPE(FlowRestrictorValue: Y SOPE(Alarm (Set@-90%) W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag ): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: 11/10/1998 More Self Certification: Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121764 UST Comprt Id: 350772 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A TC4526575.2s Page 22 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121757 UST Comprt Id: 351611 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 231744 UST Comprt Id: 665288 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121766 UST Comprt Id: 350770 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121760 UST Comprt Id: 350776 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121765 UST Comprt Id: 350771 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121761 UST Comprt Id: 350775 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121759 UST Comprt Id: 350777 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 TC4526575.2s Page 23 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Self Cert comprt id: 47316 Self Cert Id: 121762 UST Comprt Id: 350774 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121756 UST Comprt Id: 351612 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121758 UST Comprt Id: 351610 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 121763 UST Comprt Id: 350773 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123484 Self Cert comprt id: 47316 Self Cert Id: 249406 UST Comprt Id: 716955 Ust Id: 111600 Tank Id: 3 Compartment Id (A, B, C, Etc.): A UST Id: 123487 Facility Num/AI: 47316 Tank Id: 4 Number Of Compartments: 1 Tank Installation Date: 01/01/1988 Tank Registration Date: 01/03/1989 Tank Capacity (In Gallons): 9700 Tank Status (Current): IN USE Tank Status Date: 01/01/1988 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot (Internal Tank Lining Date): Not reported Tank Design (Single Wall): Y Tank Design (Double Wall): N Piping Design (Single Wall): Y Piping Design (Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N TC4526575.2s Page 24 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): Y Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Type Of Piping(P=Pressurized,S=Suction,G=Gravity): P Tank Material (Steel): N Tank Material(Frp(Fiberglass-Reinforced Plastic): Y Tank Mat(Composite (Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed (Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material (Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Con nect/VaIves (Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves (Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM (ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Ext Dielectric Coat/ Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM) (Cathodic Factory Install): N PCPM(Cathodic Prot -Field Install): N PCPMethod (FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping (Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM (Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance (: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 09/23/1991 Compartment Records: Tank Id: 4 UST Comprt Id: 111603 UST Id: 123487 Facility Num/Ai: 47316 Compartment Id: A Capacity (In Gallons): 9700 Substance Stored1: DIESEL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentRelease Detection Method (Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N TC4526575.2s Page 25 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 CRDM(Auto Tank Gauge Test/Inv Control): Y CRDM(Interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging (Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir (Stat Inv Reconciliation)/Inv Control): N Piping ReleaseDetectionMethod(PRDM)(Vapor): N PRDM(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(Interstitial Monitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve) ): N SOPE(FlowRestrictorValue: Y SOPE(Alarm (Set@-90%) W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag ): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: 11/10/1998 More Self Certification: Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121756 UST Comprt Id: 351645 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121765 UST Comprt Id: 351636 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121761 UST Comprt Id: 351640 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 TC4526575.2s Page 26 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COYOTE DEN (Continued) 0001278635 Self Cert Id: 121764 UST Comprt Id: 351637 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121759 UST Comprt Id: 351642 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121758 UST Comprt Id: 351643 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 249406 UST Comprt Id: 716953 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121760 UST Comprt Id: 351641 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 231744 UST Comprt Id: 665290 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121757 UST Comprt Id: 351644 Ust Id: 111603 Tank Id: 4 Compartment Id (A, B, C, Etc.): A Facility Num/AI: 123487 Self Cert comprt id: 47316 Self Cert Id: 121763 TC4526575.2s Page 27 Map ID Direction Distance Elevation Site COYOTE DEN (Continued) UST Comprt Id: Ust Id: Tank Id: Compartment Id (A, B, C, Etc.): Facility Num/AI: Self Cert comprt id: Self Cert Id: UST Comprt Id: Ust Id: Tank Id: Compartment Id (A, B, C, Etc.): Facility Num/AI: Self Cert comprt id: Self Cert Id: UST Comprt Id: Ust Id: Tank Id: Compartment Id (A, B, C, Etc.): Tank Records Not Found for this Facility: TX Financial Assurance 2: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: MAP FINDINGS 351638 111603 4 A 123487 47316 121766 351635 111603 4 A 123487 47316 121762 351639 111603 4 A 2 78600 140709 47316 Not reported N 1,000,000 Y INSURANCE OR RISK RETENTION Y Y 03/29/2014 02/20/2015 MID-CONTINENT INS CO 1 800 7224994 04TO00088054 1,000,000 03/29/2015 Yes Yes 2 78600 122466 47316 Not reported N 1,000,000 Y INSURANCE OR RISK RETENTION Y EDR ID Number Database(s) EPA ID Number 0001278635 TC4526575.2s Page 28 Map ID Direction Distance Elevation Site COYOTE DEN (Continued) 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: MAP FINDINGS Y 03/29/2013 02/20/2015 MID-CONTINENT INS CO 1 800 7224994 04TO00084005 1,000,000 03/29/2014 Yes Yes 2 78600 11687 47316 Not reported N Not reported Not reported INSURANCE OR RISK RETENTION Y Y 03/29/2012 02/20/2015 MID-CONTINENT INS CO 1 800 7224994 04-TO-00080120 1000000 03/29/2013 Yes Yes 2 78600 65408 47316 Not reported N Not reported Not reported INSURANCE OR RISK RETENTION Y Y 03/29/2011 02/20/2015 MID-CONTINENT INS CO 1 918 5877221 04-TO-00077463 1000000 03/29/2012 Yes No 2 78600 65409 47316 EDR ID Number Database(s) EPA ID Number 0001278635 TC4526575.2s Page 29 Map ID Direction Distance Elevation Site COYOTE DEN (Continued) Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: MAP FINDINGS Not reported N Not reported Not reported INSURANCE OR RISK RETENTION Y Y 03/29/2010 02/20/2015 MID-CONTINENT INS CO 1 918 5877221 04-TO-00066118 1000000 03/29/2011 Yes No 2 78600 65410 47316 Not reported N Not reported Not reported INSURANCE OR RISK RETENTION Y Y 03/29/2009 02/20/2015 MID-CONTINENT INS CO 1 918 5877221 04-TO-00066118 1000000 03/29/2010 Yes No 2 78600 65411 47316 Not reported N Not reported Not reported INSURANCE OR RISK RETENTION Y Y 03/29/2008 02/20/2015 MID-CONTINENT INS CO 1 214 2391609 04-TO-00068057 1000000 03/29/2009 No EDR ID Number Database(s) EPA ID Number 0001278635 TC4526575.2s Page 30 Map ID Direction Distance Elevation Site COYOTE DEN (Continued) Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: Region: Facility ID: Finass ID: Al: Mechanism Type Other: Multiple Mechanism Types: Coverage Amt per Annual Aggregate: Meets Financial Assurance Req Flag: Financial Responsibility Type: Corrective Action MET Flag: 3rd Party MET Flag: Financial Assurance Begin Date: Date Financial Assurance Form Rec: Issuer Name: Issuer Phone: Policy Number: Coverage Amount: Coverage Expiration Date: Ins Premium Pre -Paid For Entire Yr: Proof of Financial Assurance: MAP FINDINGS Me 2 78600 65412 47316 Not reported N Not reported Not reported INSURANCE OR RISK RETENTION Y Y 03/29/2007 02/20/2015 MID-CONTINENT INS CO 1 214 2391609 04-TO-00066118 1000000 03/29/2008 No No 2 78600 65413 47316 Not reported N Not reported Not reported INSURANCE OR RISK RETENTION Y Y 01/01/1901 02/20/2015 Not reported Not reported Unknown 0 01/01/1901 No No A2 ANNA THRIFTEE NW < 1 /8 TX 0.015 mi. 80 ft. Site 1 of 3 in cluster A Relative: LPST: Lower Facility ID: 0009711 LPST Id: 104000 Actual: Facility Location: HIGHWAY 5 & 5TH ST 702 ft. TCEQ Region# and City: 4 Region City: ARLINGTON Reported Date: 09/09/2003 Entered Date: 09/01/1992 EDR ID Number Database(s) EPA ID Number 0001278635 LPST 0001245886 UST N/A TC4526575.2s Page 31 Map ID Direction Distance Elevation Site ANNA THRIFTEE (Continued) Priority: Program: CA Status: Priority Description: Status: Coordinators Primary: Coordinators RPR: Responsible Party Name: Responsible Party Contact: Responsible Party Address: Responsible Party City,St,Zip: Responsible Party Telephone: Reported Date: Case Start Date: MAP FINDINGS EDR ID Number Database(s) EPA ID Number 0001245886 4.2 - NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS 1 P - PRIVATIZATION CONTRACTOR 6A - FINAL CONCURRENCE ISSUED The vertical extent of contamination has been defined and the assessment results document that groundwater is not affected. FINAL CONCURRENCE ISSUED, CASE CLOSED 1 P/1 /2 TSH ABRAHAM,GEORGE GEORGE ABRAHAM PO BOX 185 ANNA 75409 214/924-3809 07/29/1993 09/01 /1992 UST: Facility Id: Facility Type: Facility Begin Date: Facility Status: Facility Exempt Status: Records Off -Site: UST Financial Assurance Required: Number Of Active UST: Site Location Description: Site Location (Nearest City/County/Zip): Site Location (TCEQ Region): Contact Name/Title: Contact Organization Name: Contact Mailing Address1: Contact Mailing Address2: Contact Mailing City/State/Zip: Contact Phone Number: Contact Fax Number: Contact Email Address: Facility Contact Address Deliverable: Application Received Date On Earliest Reg Form: Signature Date On Earliest Reg Form: Signature Name/Title On Earliest Reg Form: Signature Role On Earliest Reg Form: Signature Company On Earliest Reg Form: Enforcement Action: Facility Not Inspectable: Facility Billing Contacts: Princ Id: AR Number: Contact Name/Title: Contact Organization Name: Contact Mailing Address (Delivery): Contact Mailing Address (Internal Delivery): Contact Mailing City/State/Zip: Phone Number/Ext: Contact Fax Number/Ext: Contact EMail Address: Contact Address Deliverable: 9711 RETAIL 08/31 /1988 INACTIVE No No No 0 HWY5 ANNA GRAYSON 75003 4 ANNA THRIFTEE Not reported Not reported Not reported 2149243221 Not reported Not reported Not reported 05/08/1986 04/23/1986 B DOUGLASS,PRES Not reported Not reported Not reported No 196442162012342 Not reported GEORGE ABRAHAM/ ABRAHAM GEORGE AND THRIFTEE ANNA PO BOX 185 Not reported ANNA, TX 75409 0185 Not reported Yes TC4526575.2s Page 32 Map ID Direction Distance Elevation Site ANNA THRIFTEE (Continued) Owner: Princ Id: Additional Id: Facility Num/AI: Owner CN: Owner Name: Owner Effective Begin Date: Owner Type: State Tax Id: Contact Role: Contact Name/Title: Contact Organization Name: Contact Mailing Address (Delivery): Contact Mailing Address (Internal Delivery): Contact Mailing City/State/Zip: Contact Phone Number/Ext: Contact Fax Number/Ext: Contact Email Address: MAP FINDINGS Operator Records Not Found for this Facility: Self Certification Records Not Found for this Facility/Owner Tanks: UST Id: Facility Num/AI: Tank Id: Number Of Compartments: Tank Installation Date: Tank Registration Date: Tank Capacity (In Gallons): Tank Status (Current): Tank Status Date: Empty: Tank Regulatory Status: Tank Int Prot (Internal Tank Lining Date): Tank Design (Single Wall): Tank Design (Double Wall): Piping Design (Single Wall): Piping Design (Double Wall): Tank Ext Cont(Fac-Built Nonmetallic Jacket): Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): Tank Ext Cont(Tank Vault/Rigid Trench Liner): Piping Ext Cont(Fac-Built Nonmetallic Jacket): Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): Piping Ext Cont(Tank Vault/Rigid Trench Liner): Type Of Piping(P=Pressurized,S=Suction,G=Gravity): Tank Material (Steel): Tank Material(Frp(Fiberglass-Reinforced Plastic): Tank Mat(Composite (Steel W/Ext Frp Cladding)): Tank Mat(Concrete): Tank Mat(Jacketed (Steel W/Ext Nonmetallic Jck)): Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): Piping Material (Steel): Piping Mat(Frp(Fiberglass Reinforced Plastic): Piping Mat(Concrete): Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): EDR ID Number Database(s) EPA ID Number 0001245886 196442162012342 709718482002062 9711 CN604180984 ABRAHAM GEORGE AND THRIFTEE ANNA 09/01 /1988 OR Not reported Not reported Not reported Not reported Not reported Not reported Not reported 25773 9711 1 1 01/01/1985 05/08/1986 2000 REMOVED FROM GROUND 07/29/1992 N FULLY REGULATED Not reported N N N N N N N N N N Not reported Y N N N N N Y N N N TC4526575.2s Page 33 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANNA THRIFTEE (Continued) 0001245886 Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Con nect/VaIves (Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves (Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM (ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Ext Dielectric Coat/ Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM) (Cathodic Factory Install): N PCPM(Cathodic Prot -Field Install): N PCPMethod (FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping (Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM (Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance (: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 04/25/1990 Compartment Records: Tank Id: 1 UST Comprt Id: 128493 UST Id: 25773 Facility Num/Ai: 9711 Compartment Id: A Capacity (In Gallons): 2000 Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetection Method (Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRDM(Interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging (Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir (Stat Inv Reconciliation)/Inv Control): N Piping ReleaseDetectionMethod(PRDM)(Vapor): N PRDM(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(Interstitial Monitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N TC4526575.2s Page 34 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANNA THRIFTEE (Continued) 0001245886 SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve) ): N SOPE(FlowRestrictorValue: N SOPE(Alarm (Set@<=90%) W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag ): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Self Certification Records Not Found for this Facility UST Id: 25772 Facility Num/AI: 9711 Tank Id: 2 Number Of Compartments: 1 Tank Installation Date: 01/01/1985 Tank Registration Date: 05/08/1986 Tank Capacity (In Gallons): 2000 Tank Status (Current): REMOVED FROM GROUND Tank Status Date: 07/29/1992 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot (Internal Tank Lining Date): Not reported Tank Design (Single Wall): N Tank Design (Double Wall): N Piping Design (Single Wall): N Piping Design (Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Type Of Piping(P=Pressurized,S=Suction,G=Gravity): Not reported Tank Material (Steel): Y Tank Material(Frp(Fiberglass-Reinforced Plastic): N Tank Mat(Composite (Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed (Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material (Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Con nect/VaIves (Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves (Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM (ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TC4526575.2s Page 35 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANNA THRIFTEE (Continued) 0001245886 TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Ext Dielectric Coat/ Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM) (Cathodic Factory Install): N PCPM(Cathodic Prot -Field Install): N PCPMethod (FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping (Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM (Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance (: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 04/25/1990 Compartment Records: Tank Id: 2 UST Comprt Id: 128492 UST Id: 25772 Facility Num/Ai: 9711 Compartment Id: A Capacity (In Gallons): 2000 Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentRelease Detection Method (Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRDM(Interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging (Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir (Stat Inv Reconciliation)/Inv Control): N Piping ReleaseDetectionMethod(PRDM)(Vapor): N PRDM(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(Interstitial Monitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve) ): N SOPE(FlowRestrictorValue: N SOPE(Alarm (Set@< 90%) W/3a Or 3b: N SOPE(N/A Deliveries To Tank< 25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag ): N Spill/OverfillPreventionCompliance Flag: N TC4526575.2s Page 36 Map ID MAP FINDINGS Direction Distance Elevation Site ANNA THRIFTEE (Continued) Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Self Certification Records Not Found for this Facility: Tank Records Not Found for this Facility: 3 ANNA ISD SE SHIRLEY AVE AND 7TH ST < 1/8 ANNA, TX 75409 0.042 mi. 221 ft. Relative: RCRA NonGen / NLR EDR ID Number Database(s) EPA ID Number 0001245886 RCRA NonGen / NLR 1004784743 TXD982305013 Higher Date form received by agency: 08/23/2001 Facility name: ANNA ISD Actual: Facility address: SHIRLEY AVE AND 7TH ST 708 ft. ANNA, TX 75409 EPA ID: TXD982305013 Mailing address: PO BOX 128 ANNA, TX 75409 Contact: A C MOSBY Contact address: PO BOX 128 ANNA, TX 75409 Contact country: us Contact telephone: 214-924-3955 Contact email: Not reported EPA Region: 06 Classification: Non -Generator Description: Handler: Non -Generators do not presently generate hazardous waste Owner/Operator Summary Owner/operator name: ANNA ISD Owner/operator address: PO BOX 128 ANNA, TX 75409 Owner/operator country: us Owner/operator telephone: 214-924-3955 Legal status: Not reported Owner/Operator Type: Owner Owner/Op start date: 08/23/2001 Owner/Op end date: Not reported Owner/operator name: ANNA ISD Owner/operator address: PO BOX 128 ANNA, TX 75409 Owner/operator country: us Owner/operator telephone: 214-924-3955 Legal status: Not reported Owner/Operator Type: Operator Owner/Op start date: 08/23/2001 Owner/Op end date: Not reported TC4526575.2s Page 37 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANNA ISD (Continued) 1004784743 Handler Activities Summary: U.S. importer of hazardous waste: No Mixed waste (haz. and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater, storer or disposer of HW: No Underground injection activity: No On -site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D001 Waste name: IGNITABLE WASTE Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F005 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Historical Generators: Date form received by agency:11/05/1991 Site name: ANNA INDEPENDENT SCHOOL DIST Classification: Conditionally Exempt Small Quantity Generator Waste code: D001 Waste name: IGNITABLE WASTE Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED TC4526575.2s Page 38 Map ID Direction Distance Elevation MAP FINDINGS Site EDR ID Number Database(s) EPA ID Number ANNA ISD (Continued) 1004784743 SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F005 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Violation Status: No violations found A4 EDR Hist Auto 1015421890 NW 320 W 5TH ST N/A < 1/8 ANNA, TX 75409 0.049 mi. 258 ft. Site 2 of 3 in cluster A Relative: EDR Historical Auto Stations: Lower Name: AUTO MAFIA Year: 2010 Actual: Address: 320 W 5TH ST 703 ft. A5 NORTH TEXAS POOL CHEMICAL RCRA-CESQG 1004787756 NW 320 W 5TH ST TXR000020941 < 1/8 ANNA, TX 75409 0.049 mi. 258 ft. Site 3 of 3 in cluster A Relative: RCRA-CESQG Lower Date form received by agency:04/14/1997 Facility name: NORTH TEXAS POOL CHEMICAL Actual: Facility address: 320 W 5TH ST 703 ft. ANNA, TX 754090686 EPA ID: TXR000020941 Mailing address: PO BOX 686 ANNA, TX 754090686 Contact: RONALD FERGUSON Contact address: PO BOX 686 ANNA, TX 754090686 Contact country: US Contact telephone: (972) 924-3221 Contact email: Not reported EPA Region: 06 Classification: Conditionally Exempt Small Quantity Generator Description: Handler: generates 100 kg or less of hazardous waste per calendar month, and accumulates 1000 kg or less of hazardous waste at any time; or generates 1 kg or less of acutely hazardous waste per calendar month, and accumulates at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste; or generates 100 kg or less of any residue or contaminated soil, waste or other debris resulting TC4526575.2s Page 39 Map ID Direction Distance Elevation Site NORTH TEXAS POOL CHEMICAL (Continued) Owner/Operator Summary: Owner/operator name: Owner/operator address Owner/operator country: Owner/operator telephone Legal status: Owner/Operator Type: Owner/Op start date: Owner/Op end date: MAP FINDINGS EDR ID Number Database(s) EPA ID Number from the cleanup of a spill, into or on any land or water, of acutely hazardous waste during any calendar month, and accumulates at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste RONALD R FERGUSON PO BOX 686 ANNA, TX 75409 Not reported (972)924-3221 Private Owner Not reported Not reported Handler Activities Summary: U.S. importer of hazardous waste: No Mixed waste (haz. and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater, storer or disposer of HW: No Underground injection activity: No On -site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D002 Waste name: CORROSIVE WASTE Violation Status: No violations found 6 WALNUT CENTERAL OFFICE NNE 104 N RIGGINS ST < 118 ANNA, TX 75409 0.074 mi. 391 ft. Relative: LPST: Higher Facility ID: LPST Id: Actual: Facility Location: 711 ft. TCEQ Region# and City: Region City: Reported Date: Entered Date: Priority: Program: CA Status: Priority Description: 1004787756 LPST S103501379 N/A Not reported 111188 104 N RIGGINS ST 4 ARLINGTON 09/10/1998 07/10/1996 4.2 - NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS 1 - RPR 6A - FINAL CONCURRENCE ISSUED The vertical extent of contamination has been defined and the TC4526575.2s Page 40 Map ID Direction Distance Elevation MAP FINDINGS Site EDR ID Number Database(s) EPA ID Number WALNUT CENTERAL OFFICE (Continued) S103501379 assessment results document that groundwater is not affected Status: FINAL CONCURRENCE ISSUED, CASE CLOSED Coordinators Primary: 1/1P/1 Coordinators RPR: RPR Responsible Party Name: SOUTHWESTERN BELL TELEPHONE CO Responsible Party Contact: HARRY HIXSON Responsible Party Address: 308 S AKARD RM 900 Responsible Party City,St,Zip: DALLAS, TX 75202 5399 Responsible Party Telephone: 214/464-1805 Reported Date: 12/31 /3000 Case Start Date: 07/10/1996 7 ANNA ISD UST 0001269035 ESE 200 E 7TH ST N/A < 1/8 ANNA, TX 75409 0.107 mi. 564 ft. Relative: UST: Higher Facility Id: 36139 Facility Type: FLEET REFUELING Actual: Facility Begin Date: 12/18/1986 708 ft. Facility Status: INACTIVE Facility Exempt Status: No Records Off -Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location (Nearest City/County/Zip): COLLIN 75409 Site Location (TCEQ Region): 4 Contact Name/Title: KENNETH LINDSEY, Contact Organization Name: ANNA ISD Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Phone Number: 9729273955 Contact Fax Number: Not reported Contact Email Address: Not reported Facility Contact Address Deliverable: Not reported Application Received Date On Earliest Reg Form: 05/08/1986 Signature Date On Earliest Reg Form: 05/05/1986 Signature Name/Title On Earliest Reg Form: A C MOSBY,SUPT Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Facility Billing Contacts: Princ Id: 905004002002153 AR Number: Not reported Contact Name/Title: KENNETH LINDSEY/ Contact Organization Name: ANNA ISD Contact Mailing Address (Delivery): 200 E 7TH ST Contact Mailing Address (Internal Delivery): Not reported Contact Mailing City/State/Zip: ANNA, TX 75409 3300 Phone Number/Ext: / Contact Fax Number/Ext: / Contact EMail Address: Not reported TC4526575.2s Page 41 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANNA ISD (Continued) 0001269035 Contact Address Deliverable: Yes Owner: Princ Id: 905004002002153 Additional Id: 896004012002153 Facility Num/AI: 36139 Owner CN: CN601258056 Owner Name: ANNA ISD Owner Effective Begin Date: 12/18/1986 Owner Type: OG State Tax Id: Not reported Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Contact Mailing Address (Delivery): Not reported Contact Mailing Address (Internal Delivery): Not reported Contact Mailing City/State/Zip: Not reported Contact Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Operator Records Not Found for this Facility: Self Certification Records Not Found for this Facility/Owner Tanks: UST Id: 95609 Facility Num/AI: 36139 Tank Id: 1 Number Of Compartments: 1 Tank Installation Date: 01/01/1980 Tank Registration Date: 05/08/1986 Tank Capacity (In Gallons): 1000 Tank Status (Current): REMOVED FROM GROUND Tank Status Date: 07/14/1999 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot (Internal Tank Lining Date): Not reported Tank Design (Single Wall): N Tank Design (Double Wall): N Piping Design (Single Wall): N Piping Design (Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Type Of Piping(P=Pressurized,S=Suction,G=Gravity): Not reported Tank Material (Steel): Y Tank Material(Frp(Fiberglass-Reinforced Plastic): N Tank Mat(Composite (Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed (Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material (Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N TC4526575.2s Page 42 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANNA ISD (Continued) 0001269035 Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Con nect/VaIves (Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves (Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM (ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Ext Dielectric Coat/ Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM) (Cathodic Factory Install): N PCPM(Cathodic Prot -Field Install): N PCPMethod (FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping (Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM (Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance (: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank Id: 1 UST Comprt Id: 82853 UST Id: 95609 Facility Num/Ai: 36139 Compartment Id: A Capacity (In Gallons): 1000 Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported Corn partmentRelease Detection Method (Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRDM(Interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging (Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir (Stat Inv Reconciliation)/Inv Control): N Piping ReleaseDetectionMethod(PRDM)(Vapor): N PRDM(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(Interstitial Monitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N TC4526575.2s Page 43 Map ID MAP FINDINGS Direction Distance Elevation Site EDR ID Number Database(s) EPA ID Number ANNA ISD (Continued) PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve) ): N SOPE(FlowRestrictorValue: N SOPE(Alarm (Set@<=90%) W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag ): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Self Certification Records Not Found for this Facility: Tank Records Not Found for this Facility: 8 COYOTE DEN SSW 600 S POWELL PKWY < 1/8 ANNA, TX 75003 0.108 mi. 570 ft. Relative: LPST: Lower Facility ID: LPST Id: Actual: Facility Location: 698 ft. TCEQ Region# and City: Region City: Reported Date: Entered Date: Priority: Program: CA Status: Priority Description: Status: Coordinators Primary: Coordinators RPR: Responsible Party Name: Responsible Party Contact: Responsible Party Address: Responsible Party City,St,Zip: Responsible Party Telephone: Reported Date: Case Start Date: 0001269035 LPST S116699103 N/A 0047316 111791 600 S HWY 5 4 ARLINGTON 02/06/2002 10/24/1996 4.1 - GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS 1 - RPR 6A - FINAL CONCURRENCE ISSUED Groundwater is affected. FINAL CONCURRENCE ISSUED, CASE CLOSED 1 RWD SWITZER PETROLEUM PRODUCTS INC BILL SWITZER PO BOX 860343 PLANO, TX 75086 972/423-0173 10/14/1996 10/24/1996 TC4526575.2s Page 44 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number 9 ANNA ISD CLI S102757545 North SHIRLEY AVE Ind. Haz Waste N/A 1/8-1/4 ANNA, TX 75409 0.127 mi. 673 ft. Relative: CLI: Higher Facility ID: Not reported Facility Name2: Not reported Actual: Site Status: Not reported 710 ft. Date Recieved: Not reported County: Not reported Region: Not reported Near City: Not reported Organic Acres: Not reported Area Served: Not reported Population Srvd: Not reported Tons per Day: Not reported Yards per Day: Not reported Permit Status: Not reported Removal Status: Not reported Status Date: Not reported Engineer: Not reported Source: 1 Source Code: A Date Opened: 1960 Date Closed: Size - Acres: Not reported Size - Cubic Yrds: Not reported Lat Deg: 33 Lat Min: 21.00 Long Deg: 96 Long Min: 33.00 Lat/Long (deg): 33.350000 /-96.550000 Owner: W M Shirley Owner Address: Not reported Owner C,S,Z: Not reported Business Type: Not reported Facility Type: Not reported Version of Amendment: Not reported Extra Territorial Jurisdiction: Not reported Applicant Name: Not reported Applicant Address: Not reported Applicant City,St,Zip: Not reported Applicant Phone: Not reported Est Cleanup Date: Not reported River Basin Code: Not reported Earliest Date in the Records: Not reported Last Date in Records Site Accepted Waste: Not reported Texas Counsil of Government Code: 4 Texas Water Commision District Code: 4 Code for Landfill: 1 Parties: City and rural area Accepts House Hold: Yes Accepts Construction Demolition: Not reported Accepts Industrial Waste: Yes Accepts Tires: Not reported Accepts Agriculture: Not reported Accepts Brush: Not reported TC4526575.2s Page 45 Map ID Direction Distance Elevation Site ANNA ISD (Continued) Accepts Other: Accepts Other Description: Haz Waste Unlikey: Haz Waste Probably: Haz Waste Likey: Legal: Maximum Depth: Depth Code: Final Cover Has Been Applied: Minimun Thickness of Final Cover: In Use Inspector: Inspc Comments: Comments: Update: Reviewer: Flag: MAP FINDINGS EDR ID Number Database(s) EPA ID Number S102757545 Y Septic Not reported Yes Not reported Yes Not reported Not reported Not reported Uk 06/23/71 - Municipal Waste Accepted; Depth to nearest water -bearing sand is 10 ft; Distance to nearest water course is adjacent to site (Slayter Creek); Evidence of burning observed daily; Hazardous materials accep Site slopes toward creek 0 Not reported Not reported Ind. Haz Waste: Registration Number: 76805 Registration Initial Notification Date: 06/17/1992 Registration Last Amendment Date: 08/23/2001 EPA Identification: TXD982305013 Primary NAICS Code: Not reported Status Change Date: 19920617 Land Type: Not reported Description of Facility Site Location: Shirley Ave, and 7th St, Anna, TX Site Primary Standard Industrial Code: Not reported Site Primary SIC Description: Not reported Registration is Generator of Waste: Yes Registration is Receivers of Waste: No Registration is Transporter of Waste: No Registration is Transfer Facility: No Facility is STEERS Reporter: No Reqired to Submit Annual Waste Summary: No Facility Involved In Recycling: No Revcr Has Monthly Reporting Requirement: 0 Mexican Facility: Not reported Type of Generator: NON INDUS, CESQG TNRCC Region: Not reported Company Name: ANNA ISD Contact Name: A C MOSBY Contact Telephone Number: 214-9243955 Mailing Address: PO BOX 128 Mailing Address2: Not reported Mailing City,St,Zip: ANNA, TX 754090128 Mailing County: UNITED STATES Facility Country: UNITED STATES TNRCC Facility ID: 31112 Site Owner Tax ID: 756000110 Site Location Latitude: -00.000 Site Location Longitude: -000.000 Last Update to NOR Data: 20030106 Ind. waste permit Number: Not reported Mun waste permit Number: Not reported TC4526575.2s Page 46 Map ID Direction Distance Elevation MAP FINDINGS Site EDR ID Number Database(s) EPA ID Number ANNA ISD (Continued) S102757545 Non Notifier: No Business Desc: This registration was inactivated because there were only 6-digit waste codes onthe NOR and no waste activity was reported in 1994, 1995 and 1996. Owner: Owner Mailing Address: PO BOX 128 Owner Mailing Address2: Not reported Owner Mailing Address3: Not reported Owner City,St,Zip: ANNA, TX 75409 0128 Owner Country: UNITED STA Owner Phone Number: 1-214-9243955 Owner Fax Number: Not reported Owner Email Address: Not reported Owner Business Type: Local Government Owner Tax Id: Not reported Owner Bankruptcy Code: Not reported Operator: Operator Last Name: ANNA ISD Operator First Name: Not reported Operator Name: ANNA ISD Operator Mailing Address: PO BOX 128 Operator Mailing Address 2: Not reported Operator Mailing City,St,Zip: ANNA, TX 75409 0128 Operator Country: UNITED STA Operator Phone: 1-214-9243955 Operator Fax: Not reported Operator Email: Not reported Operator Business Type: Local Government Operator Tax Id: Not reported Operator Bankruptcy Code: Not reported Contact: Contact Name: A MOSBY Contact Title: ENVIRONMENTAL MANAGER Contact Role: PRICONT Contact Address: PO BOX 128 Contact Address2: Not reported Conact City,St,Zip: ANNA, TX 75409 0128 Contact Phone: 1-214-9243955 Contact Fax: Not reported Contact Email: Not reported Contact: Contact Name: Not reported Contact Title: Not reported Contact Role: OWNCON Contact Address: PO BOX 128 Contact Address2: Not reported Conact City,St,Zip: ANNA, TX 75409 0128 Contact Phone: 1-214-9243955 Contact Fax: Not reported Contact Email: Not reported Contact: Contact Name: Not reported Contact Title: Not reported Contact Role: OPRCON Contact Address: PO BOX 128 Contact Address2: Not reported TC4526575.2s Page 47 Map ID Direction Distance Elevation Site ANNA ISD (Continued) MAP FINDINGS Conact City,St,Zip: ANNA, TX 75409 0128 Contact Phone: 1-214-9243955 Contact Fax: Not reported Contact Email: Not reported Unit: Unit No: 001 Deed Record Needed: Not reported Deed Recording Date: Not reported Unit Type Code: 22 Unit Type: Not reported Unit Status: ACTIVE Unit Regulatory Status: Not reported UIC Permit Number: Not reported Capacity: Not reported Capacity Measurment: Not reported Off Site Hazardous Waste: No Off Site Class 1 Waste: Not reported Off Site Class 2 Waste: Not reported Off Site Class 3 Waste: Not reported Off Site Non Indstrl Sld Wst: Not reported System Type Code: Not reported System Type: Not reported System Type Code 1: Not reported System Type 1: Not reported System Type Code 2: Not reported System Type 2: Not reported System Type Code 3: Not reported System Type 3: Not reported System Type Code 4: Not reported System Type 4: Not reported Permit Seq #: Not reported Unit Description on NOR: Not reported Dt Last Changed: Not reported TNRCC Facility ID: 31112 Unit ID: 001 Unit Description: Not reported WastelD: One Time Shipper Records Not Found for this RegNo/Year Receiver Type: Not reported Transporter for hire: 0 Transport own waste: 0 Eq 01, if transport waste type = 1: Not reported Eq 02, if transport waste type = 2: Not reported Eq 03, if transport waste type = 3: Not reported Eq 04, if transport waste type = H: Not reported Target TCEQ unique facid for discarded (merged) facility: Waste Records Not Found for this RegNo/Year Not reported EDR ID Number Database(s) EPA ID Number S102757545 TC4526575.2s Page 48 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number 10 ANNA CLI S113425849 SSW N/A 1/4-1/2 ANNA, TX 0.258 mi. 1360 ft. Relative: NCTCOG LI Lower Facility Id: U745 Type: Untyped landfill. Virtually all of the unpermitted landfills have Actual: this designation. They were never permitted and so cannot have a 694 ft. permit type Status: Closed Permitted: No Private: No Operator: Not reported Loc Desc TCEQ: .25 mi S of city on Hwy 5; North of 1220 S Hwy 5. Location Description: moved point south near 1220 S Hwy 5 Lat: 33.34298 Long: -96.55259 Metes Bounds: No Accuracy: 3 Acres: 15 Land Units: Abst.798-1 Geo Number: Not reported Amendments: Not reported Hazard: 2 Affidavit Public: No Photo: Yes Date Opened: 01/01/1960 Date Closed: Not reported Last Updated: Not reported Open Date Estimated: Yes Close Date Estimated: No Tons Per Day: Not reported Current Tons: Not reported Current Rem Yards: Not reported Current Rate: Not reported Current Rem Tons: Not reported Current Rem Years: Not reported Current As Of: Not reported Land Use2000: Not reported Contact Name: Not reported Contact Address: Not reported Contact City: Not reported Contact State: Not reported Contact Zip: Not reported Contact Phone: Not reported Reviewer Comments: Site slopes toward creek - 06/23/71 - Municipal Waste Accepted; Depth to nearest water -bearing sand is 10 ft; Distance to nearest water course is adjacent to site (Slayter Creek); Evidence of burning observed daily; Hazardous materials accepted Inventory Status: site visit 6/8/00 Comments: no trespass sign, tires, rusted appliances TC4526575.2s Page 49 Count: 1 records. ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) ANNA S116702696 COOKS FINA FM 2862 LPST TC4526575.2s Page 50 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 10/30/2015 Date Data Arrived at EDR: 11/07/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 58 NPL Site Boundaries Source: EPA Telephone: N/A Last EDR Contact: 01/08/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Quarterly Sources: EPA's Environmental Photographic Interpretation Center (EPIC) Telephone:202-564-7333 EPA Region 1 Telephone 617-918-1143 EPA Region 3 Telephone 215-814-5418 EPA Region 4 Telephone 404-562-8033 EPA Region 5 Telephone 312-886-6686 EPA Region 10 Telephone 206-553-8665 EPA Region 6 Telephone: 214-6 55-6659 EPA Region 7 Telephone: 913-551-7247 EPA Region 8 Telephone: 303-312-6774 EPA Region 9 Telephone: 415-947-4246 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 10/30/2015 Date Data Arrived at EDR: 11/07/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 58 Source: EPA Telephone: N/A Last EDR Contact: 01/08/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC4526575.2s Page GR-1 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 10/30/2015 Date Data Arrived at EDR: 11/07/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 58 Federal CERCLIS list Source: EPA Telephone: N/A Last EDR Contact: 01/08/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Quarterly FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 03/26/2015 Date Data Arrived at EDR: 04/08/2015 Date Made Active in Reports: 06/11/2015 Number of Days to Update: 64 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 01/06/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 02/13/2014 Number of Days to Update: 94 Federal CERCLIS NFRAP site List Source: EPA Telephone: 703-412-9810 Last EDR Contact: 11/23/2015 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Quarterly CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 11/11/2013 Date Made Active in Reports: 02/13/2014 Number of Days to Update: 94 Federal RCRA CORRACTS facilities list Source: EPA Telephone: 703-412-9810 Last EDR Contact: 11/23/2015 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Quarterly CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. TC4526575.2s Page GR-2 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 06/09/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 82 Federal RCRA non-CORRACTS TSD facilities list Source: EPA Telephone: 800-424-9346 Last EDR Contact: 12/18/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 06/09/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 82 Federal RCRA generators list Source: Environmental Protection Agency Telephone: 214-665-6444 Last EDR Contact: 12/18/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 06/09/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 214-665-6444 Last EDR Contact: 12/18/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 06/09/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 214-665-6444 Last EDR Contact: 12/18/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 06/09/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 214-665-6444 Last EDR Contact: 12/18/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Varies TC4526575.2s Page GR-3 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/28/2015 Date Data Arrived at EDR: 05/29/2015 Date Made Active in Reports: 06/11/2015 Number of Days to Update: 13 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 11/13/2015 Next Scheduled EDR Contact: 02/29/2016 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 09/10/2015 Date Data Arrived at EDR: 09/11/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 53 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 11/24/2015 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 09/10/2015 Date Data Arrived at EDR: 09/11/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 53 Federal ERNS list Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 11/24/2015 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Varies ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 06/22/2015 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR: 06/26/2015 Telephone: 202-267-2180 Date Made Active in Reports: 09/16/2015 Last EDR Contact: 12/29/2015 Number of Days to Update: 82 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Annually State- and tribal - equivalent NPL SHWS: State Superfund Registry State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: 09/01/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 09/24/2015 Telephone: 512-239-5680 Date Made Active in Reports: 11/13/2015 Last EDR Contact: 12/09/2015 Number of Days to Update: 50 Next Scheduled EDR Contact: 03/28/2016 Data Release Frequency: Semi -Annually TC4526575.2s Page GR-4 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING State and tribal landfill and/or solid waste disposal site lists SWF/LF: Permitted Solid Waste Facilities Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 11/03/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/07/2015 Telephone: 512-239-6706 Date Made Active in Reports: 01/07/2016 Last EDR Contact: 10/26/2015 Number of Days to Update: 61 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Quarterly CLI: Closed Landfill Inventory Closed and abandoned landfills (permitted as well as unauthorized) across the state of Texas. For current information regarding any of the sites included in this database, contact the appropriate Council of Governments agency. Date of Government Version: 08/30/1999 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 09/28/2000 Telephone: N/A Date Made Active in Reports: 10/30/2000 Last EDR Contact: 01/04/2016 Number of Days to Update: 32 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies H-GAC CLI: Houston -Galveston Closed Landfill Inventory Closed Landfill Inventory for the Houston -Galveston Area Council Region. In 1993, the Texas Legislature passed House Bill (HB) 2537, which required Councils of Governments (COGS) to develop an inventory of closed municipal solid waste landfills for their regional solid waste management plans. Date of Government Version: 10/06/2014 Date Data Arrived at EDR: 10/09/2014 Date Made Active in Reports: 11/26/2014 Number of Days to Update: 48 Source: Houston -Galveston Area Council Telephone: 832-681-2518 Last EDR Contact: 01/04/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies WASTEMGT: Commercial Hazardous & Solid Waste Management Facilities This list contains commercial recycling facilities and facilities permitted or authorized (interim status) by the Texas Natural Resource Conservation Commission. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 10/10/2014 Date Made Active in Reports: 11/26/2014 Number of Days to Update: 47 State and tribal leaking storage tank lists Source: Texas Commission on Environmental Quality Telephone: 512-239-2920 Last EDR Contact: 01/08/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 01/08/2015 Date Data Arrived at EDR: 01/08/2015 Date Made Active in Reports: 02/09/2015 Number of Days to Update: 32 Source: Environmental Protection Agency Telephone: 415-972-3 372 Last EDR Contact: 10/30/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Quarterly INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. TC4526575.2s Page GR-5 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 04/30/2015 Date Data Arrived at EDR: 05/05/2015 Date Made Active in Reports: 06/22/2015 Number of Days to Update: 48 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 10/08/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Quarterly INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 03/30/2015 Date Data Arrived at EDR: 04/28/2015 Date Made Active in Reports: 06/22/2015 Number of Days to Update: 55 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/08/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in New Mexico and Oklahoma. Date of Government Version: 05/13/2015 Date Data Arrived at EDR: 08/03/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 71 Source: EPA Region 6 Telephone: 214-665-6 597 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 11/24/2015 Date Data Arrived at EDR: 12/01/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 34 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Semi -Annually INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10/27/2015 Date Data Arrived at EDR: 10/29/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 67 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/27/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 07/21/2015 Date Data Arrived at EDR: 07/29/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 76 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 01/07/2016 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Quarterly INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 11/04/2015 Date Data Arrived at EDR: 11/13/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 52 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies TC4526575.2s Page GR-6 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING LPST: Leaking Petroleum Storage Tank Database An inventory of reported leaking petroleum storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 11/10/2015 Date Data Arrived at EDR: 11/13/2015 Date Made Active in Reports: 01/07/2016 Number of Days to Update: 55 State and tribal registered storage tank lists Source: Texas Commission on Environmental Quality Telephone: 512-239-2200 Last EDR Contact: 12/22/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 01/01/2010 Date Data Arrived at EDR: 02/16/2010 Date Made Active in Reports: 04/12/2010 Number of Days to Update: 55 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 01/08/2016 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Varies UST: Petroleum Storage Tank Database Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 09/01/2015 Date Data Arrived at EDR: 09/30/2015 Date Made Active in Reports: 11/13/2015 Number of Days to Update: 44 AST: Petroleum Storage Tank Database Registered Aboveground Storage Tanks. Date of Government Version: 09/01/2015 Date Data Arrived at EDR: 09/30/2015 Date Made Active in Reports: 11/13/2015 Number of Days to Update: 44 Source: Texas Commission on Environmental Quality Telephone: 512-239-2160 Last EDR Contact: 12/30/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly Source: Texas Commission on Environmental Quality Telephone: 512-239-2160 Last EDR Contact: 12/30/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 09/23/2014 Date Data Arrived at EDR: 11/25/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 65 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 07/28/2015 Date Data Arrived at EDR: 08/14/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 60 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 07/22/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Quarterly TC4526575.2s Page GR-7 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 10/20/2015 Date Data Arrived at EDR: 10/29/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 67 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/27/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 12/14/2014 Date Data Arrived at EDR: 02/13/2015 Date Made Active in Reports: 03/13/2015 Number of Days to Update: 28 Source: EPA Region 9 Telephone: 415-972-3 368 Last EDR Contact: 10/30/2015 Next Scheduled EDR Contact: 02/09/2016 Data Release Frequency: Quarterly INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 05/13/2015 Date Data Arrived at EDR: 08/03/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 71 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Semi -Annually INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 07/21/2015 Date Data Arrived at EDR: 07/29/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 76 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 01/07/2016 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Quarterly INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 11/05/2015 Date Data Arrived at EDR: 11/13/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 52 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 11/24/2015 Date Data Arrived at EDR: 12/01/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 34 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Semi -Annually TC4526575.2s Page GR-8 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING State and tribal institutional control / engineering control registries AUL: Sites with Controls Activity and use limitations include both engineering controls and institutional controls. Date of Government Version: 10/07/2015 Date Data Arrived at EDR: 10/09/2015 Date Made Active in Reports: 11/13/2015 Number of Days to Update: 35 State and tribal voluntary cleanup sites Source: Texas Commission on Environmental Quality Telephone: 512-239-5891 Last EDR Contact: 01/04/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies VCP RRC: Voluntary Cleanup Program Sites The Voluntary Cleanup Program (RRC-VCP) provides an incentive to remediate Oil & Gas related pollution by participants as long as they did not cause or contribute to the contamination. Applicants to the program receive a release of liability to the state in exchange for a successful cleanup. Date of Government Version: 07/21/2015 Date Data Arrived at EDR: 10/07/2015 Date Made Active in Reports: 11/18/2015 Number of Days to Update: 42 Source: Railroad Commission of Texas Telephone: 512-463-6969 Last EDR Contact: 01/07/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies VCP TCEQ: Voluntary Cleanup Program Database The Texas Voluntary Cleanup Program was established to provide administrative, technical, and legal incentives to encourage the cleanup of contaminated sites in Texas. Date of Government Version: 10/01/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/08/2015 Telephone: 512-239-5891 Date Made Active in Reports: 11/18/2015 Last EDR Contact: 01/07/2016 Number of Days to Update: 41 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Quarterly INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 09/29/2014 Date Data Arrived at EDR: 10/01/2014 Date Made Active in Reports: 11/06/2014 Number of Days to Update: 36 State and tribal Brownfields sites Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 12/28/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Varies BROWNFIELD& Brownfields Site Assessments Brownfield site assessments that are being cleaned under EPA grant monies. Date of Government Version: 10/06/2015 Date Data Arrived at EDR: 10/08/2015 Date Made Active in Reports: 11/13/2015 Number of Days to Update: 36 Source: TCEQ Telephone: 512-239-5872 Last EDR Contact: 01/05/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Semi -Annually TC4526575.2s Page GR-9 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 09/21/2015 Date Data Arrived at EDR: 09/23/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 103 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 12/21/2015 Next Scheduled EDR Contact: 04/04/2016 Data Release Frequency: Semi -Annually Local Lists of Landfill / Solid Waste Disposal Sites CAPCOG LI: Capitol Area Landfill Inventory Permitted and unpermitted landfills for the CAPCOG region. Serving Bastrop, Blanco, Burnet, Caldwell, Fayette, Hays, Lee, Llano, Travis, and Williamson Counties. Date of Government Version: 08/02/2007 Date Data Arrived at EDR: 05/02/2013 Date Made Active in Reports: 06/07/2013 Number of Days to Update: 36 Source: Capital Area Council of Governments Telephone: 512-916-6000 Last EDR Contact: 01/07/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies NCTCOG LI: North Central Landfill Inventory North Central Texas Council of Governments landfill database. Date of Government Version: 10/05/2015 Date Data Arrived at EDR: 10/06/2015 Date Made Active in Reports: 11/18/2015 Number of Days to Update: 43 SWRCY: Recycling Facility Listing A listing of recycling facilities in the state. Date of Government Version: 11/13/2015 Date Data Arrived at EDR: 11/23/2015 Date Made Active in Reports: 01/07/2016 Number of Days to Update: 45 Source: North Central Texas Council of Governments Telephone: 817-695-9223 Last EDR Contact: 01/04/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies Source: TCEQ Telephone: 512-239-6700 Last EDR Contact: 11/16/2015 Next Scheduled EDR Contact: 02/29/2016 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 11/06/2015 Next Scheduled EDR Contact: 02/15/2016 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. TC4526575.2s Page GR-10 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department') provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 08/12/2015 Date Data Arrived at EDR: 09/04/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 60 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/31/2015 Next Scheduled EDR Contact: 12/14/2015 Data Release Frequency: No Update Planned PRIORITY CLEANERS: Dry Cleaner Remediation Program Prioritization List A listing of dry cleaner related contaminated sites. Date of Government Version: 09/01/2015 Source: Texas Commisision on Environmenatl Quality Date Data Arrived at EDR: 09/10/2015 Telephone: 512-239-5658 Date Made Active in Reports: 10/01/2015 Last EDR Contact: 12/11/2015 Number of Days to Update: 21 Next Scheduled EDR Contact: 03/21/2016 Data Release Frequency: Varies DEL SHWS: Deleted Superfund Registry Sites Sites have been deleted from the state Superfund registry in accordance with the Act, ?361.189 Date of Government Version: 09/01/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 09/24/2015 Telephone: 512-239-0666 Date Made Active in Reports: 11/13/2015 Last EDR Contact: 12/09/2015 Number of Days to Update: 50 Next Scheduled EDR Contact: 03/28/2016 Data Release Frequency: Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department') provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 08/12/2015 Date Data Arrived at EDR: 09/04/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 60 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 11/25/2015 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Quarterly TC4526575.2s Page GR-11 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Local Land Records HIST LIENS: Environmental Liens Listing This listing contains information fields that are no longer tracked in the LIENS database. Date of Government Version: 03/23/2007 Source: Texas Commission on Environmental Qualilty Date Data Arrived at EDR: 03/23/2007 Telephone: 512-239-2209 Date Made Active in Reports: 05/02/2007 Last EDR Contact: 12/17/2007 Number of Days to Update: 40 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned LIENS: Environmental Liens Listing The listing covers TCEQ liens placed against either State Superfund sites or Federal Superfund sites to recover cost incurred by TCEQ. Date of Government Version: 08/24/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 08/26/2015 Telephone: 512-239-2209 Date Made Active in Reports: 10/01/2015 Last EDR Contact: 01/04/2016 Number of Days to Update: 36 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Varies LIENS 2: CERCLA Lien Information A Federal CERCLA ('Superfund') lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 02/18/2014 Date Data Arrived at EDR: 03/18/2014 Date Made Active in Reports: 04/24/2014 Number of Days to Update: 37 Records of Emergency Release Reports Source: Environmental Protection Agency Telephone: 202-564-602 3 Last EDR Contact: 10/30/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 06/24/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/02/2015 Number of Days to Update: 68 Source: U.S. Department of Transportation Telephone: 202-366-4 555 Last EDR Contact: 12/30/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Annually SPILLS: Spills Database Spills reported to the Emergency Response Division. Date of Government Version: 11/24/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/30/2015 Telephone: 512-239-2507 Date Made Active in Reports: 01/07/2016 Last EDR Contact: 01/19/2016 Number of Days to Update: 38 Next Scheduled EDR Contact: 05/02/2016 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 10/23/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/07/2013 Number of Days to Update: 63 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC4526575.2s Page GR-12 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically, they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version: 05/15/2005 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/07/2013 Number of Days to Update: 63 Other Ascertainable Records Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non -Generators do not presently generate hazardous waste. Date of Government Version: 06/09/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 214-665-6444 Last EDR Contact: 12/18/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Varies FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 12/11/2015 Next Scheduled EDR Contact: 03/21/2016 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 01/15/2016 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Semi -Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 01/15/2016 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. TC4526575.2s Page GR-13 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 03/07/2011 Date Data Arrived at EDR: 03/09/2011 Date Made Active in Reports: 05/02/2011 Number of Days to Update: 54 Source: Environmental Protection Agency Telephone: 615-532-8 599 Last EDR Contact: 11/19/2015 Next Scheduled EDR Contact: 02/29/2016 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post -closure care of their facilities. Date of Government Version: 09/01/2015 Date Data Arrived at EDR: 09/03/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 61 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 11/13/2015 Next Scheduled EDR Contact: 02/29/2016 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List' to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 11/10/2015 Next Scheduled EDR Contact: 02/22/2016 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 04/22/2013 Date Data Arrived at EDR: 03/03/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 11/13/2015 Next Scheduled EDR Contact: 02/22/2016 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 01/15/2015 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 14 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 12/23/2015 Next Scheduled EDR Contact: 04/04/2016 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. TC4526575.2s Page GR-14 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 02/12/2015 Date Made Active in Reports: 06/02/2015 Number of Days to Update: 110 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 11/24/2015 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide -producing establishments to submit a report to the Environmental Protection Agency by March 1 st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 11/25/2013 Date Data Arrived at EDR: 12/12/2013 Date Made Active in Reports: 02/24/2014 Number of Days to Update: 74 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 12/11/2015 Next Scheduled EDR Contact: 03/21/2016 Data Release Frequency: Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst -case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 08/01/2015 Date Data Arrived at EDR: 08/26/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 69 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 10/26/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned TC4526575.2s Page GR-15 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-602 3 Last EDR Contact: 11/13/2015 Next Scheduled EDR Contact: 02/22/2016 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 10/15/2014 Date Made Active in Reports: 11/17/2014 Number of Days to Update: 33 Source: EPA Telephone: 202-566-0 500 Last EDR Contact: 01/12/2016 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 01/23/2015 Date Data Arrived at EDR: 02/06/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 31 Source: Environmental Protection Agency Telephone: 202-564-5088 Last EDR Contact: 01/08/2016 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right -to -Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Date Data Arrived at EDR: 04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports: 05/11/2009 Last EDR Contact: 11/18/2015 Number of Days to Update: 25 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 11/18/2015 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Quarterly MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 06/26/2015 Date Data Arrived at EDR: 07/10/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 95 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 12/07/2015 Next Scheduled EDR Contact: 03/21/2016 Data Release Frequency: Quarterly TC4526575.2s Page GR-16 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING COAL ASH DOE: Steam -Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 01/13/2016 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 12/11/2015 Next Scheduled EDR Contact: 03/21/2016 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 02/01/2011 Date Data Arrived at EDR: 10/19/2011 Date Made Active in Reports: 01/10/2012 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 10/29/2015 Next Scheduled EDR Contact: 02/08/2016 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 07/07/2015 Date Data Arrived at EDR: 07/09/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 69 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 01/07/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. TC4526575.2s Page GR-17 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Source: Department of Transporation, Office of Pipeline Safety Date Data Arrived at EDR: 08/07/2012 Telephone: 202-366-4595 Date Made Active in Reports: 09/18/2012 Last EDR Contact: 11/07/2015 Number of Days to Update: 42 Next Scheduled EDR Contact: 02/15/2016 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2014 Source: Department of Justice, Consent Decree Library Date Data Arrived at EDR: 04/17/2015 Telephone: Varies Date Made Active in Reports: 06/02/2015 Last EDR Contact: 12/23/2015 Number of Days to Update: 46 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 02/24/2015 Date Made Active in Reports: 09/30/2015 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 11/24/2015 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 12/08/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 34 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 01/15/2016 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Semi -Annually UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand -like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 09/14/2010 Date Data Arrived at EDR: 10/07/2011 Date Made Active in Reports: 03/01/2012 Number of Days to Update: 146 LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 11/19/2015 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Varies TC4526575.2s Page GR-18 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 11/25/2014 Date Data Arrived at EDR: 11/26/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 64 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 01/08/2016 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub -system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/20/2015 Date Data Arrived at EDR: 10/27/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 69 US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/20/2015 Date Data Arrived at EDR: 10/27/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 69 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 12/22/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Annually Source: EPA Telephone: 202-564-2496 Last EDR Contact: 12/22/2015 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 08/18/2015 Source: Department of Labor, Mine Safety and Health Administration Date Data Arrived at EDR: 09/01/2015 Telephone: 303-231-5959 Date Made Active in Reports: 01/04/2016 Last EDR Contact: 12/03/2015 Number of Days to Update: 125 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Semi -Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 12/04/2015 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Varies TC4526575.2s Page GR-19 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 12/04/2015 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Varies FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 07/20/2015 Date Data Arrived at EDR: 09/09/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 55 Source: EPA Telephone: (214) 665-2200 Last EDR Contact: 12/10/2015 Next Scheduled EDR Contact: 03/21/2016 Data Release Frequency: Quarterly AIRS: Current Emission Inventory Data The database lists by company, along with their actual emissions, the TNRCC air accounts that emit EPA criteria pollutants. Date of Government Version: 10/21/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/23/2015 Telephone: N/A Date Made Active in Reports: 11/23/2015 Last EDR Contact: 12/09/2015 Number of Days to Update: 31 Next Scheduled EDR Contact: 03/28/2016 Data Release Frequency: Semi -Annually APAR: Affected Property Assessment Report Site Listing Listing of Sites That Have Received an APAR (Affected Property Assessment Report) Date of Government Version: 10/13/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/14/2015 Telephone: 512-239-5872 Date Made Active in Reports: 11/13/2015 Last EDR Contact: 01/08/2016 Number of Days to Update: 30 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Varies COAL ASH: Coal Ash Disposal Sites A listing of facilities that use surface impoundments or landfills to dispose of coal ash. Date of Government Version: 08/11/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/13/2015 Telephone: 512-239-6624 Date Made Active in Reports: 01/07/2016 Last EDR Contact: 11/07/2015 Number of Days to Update: 55 Next Scheduled EDR Contact: 02/15/2016 Data Release Frequency: Varies DRYCLEANERS: Drycleaner Registration Database Listing A listing of drycleaning facilities. Date of Government Version: 09/30/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/03/2015 Telephone: 512-239-2160 Date Made Active in Reports: 01/07/2016 Last EDR Contact: 12/03/2015 Number of Days to Update: 35 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Varies TC4526575.2s Page GR-20 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING ED AQUIF: Edwards Aquifer Permits A listing of permits in the Edwards Aquifer Protection Program database. The information provided is for the counties located in the Austin Region (Hays, Travis, and Williamson counties). Date of Government Version: 10/26/2015 Source: Texas Commission on Environmental Quality, Austin Region Date Data Arrived at EDR: 10/27/2015 Telephone: 512-339-2929 Date Made Active in Reports: 12/14/2015 Last EDR Contact: 12/22/2015 Number of Days to Update: 48 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Varies ENFORCEMENT: Notice of Violations Listing A listing of permit violations. Date of Government Version: 09/28/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 09/29/2015 Telephone: 512-239-6012 Date Made Active in Reports: 11/18/2015 Last EDR Contact: 11/07/2015 Number of Days to Update: 50 Next Scheduled EDR Contact: 02/15/2016 Data Release Frequency: Semi -Annually Financial Assurance 1: Financial Assurance Information Listing Financial assurance information. Date of Government Version: 09/29/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/01/2015 Telephone: 512-239-6239 Date Made Active in Reports: 11/18/2015 Last EDR Contact: 12/22/2015 Number of Days to Update: 48 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing Financial Assurance information for underground storage tank facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post -closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay Date of Government Version: 09/01/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 09/30/2015 Telephone: 512-239-0986 Date Made Active in Reports: 11/18/2015 Last EDR Contact: 12/30/2015 Number of Days to Update: 49 Next Scheduled EDR Contact: 04/11/2016 Data Release Frequency: Quarterly GCC: Groundwater Contamination Cases Texas Water Code, Section 26.406 requires the annual report to describe the current status of groundwater monitoring activities conducted or required by each agency at regulated facilities or associated with regulated activities. The report is required to contain a description of each case of groundwater contamination documented during the previous calendar year. Also to be included, is a description of each case of contamination documented during previous periods for which voluntary clean up action was incomplete at the time the preceding report was issued. The report is also required to indicate the status of enforcement action for each listed case. Date of Government Version: 12/31/2014 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 09/08/2015 Telephone: 512-239-5690 Date Made Active in Reports: 10/01/2015 Last EDR Contact: 12/01/2015 Number of Days to Update: 23 Next Scheduled EDR Contact: 03/14/2016 Data Release Frequency: Annually Ind. Haz Waste: Industrial & Hazardous Waste Database Summary reports reported by waste handlers, generators and shippers in Texas. Date of Government Version: 09/01/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/13/2015 Telephone: 512-239-0985 Date Made Active in Reports: 11/18/2015 Last EDR Contact: 01/08/2016 Number of Days to Update: 36 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Annually TC4526575.2s Page GR-21 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING IHW CORR ACTION: IHW CORR ACTION Industrial hazardous waste facilities with corrective actions. Date of Government Version: 10/06/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/08/2015 Telephone: 512-239-5872 Date Made Active in Reports: 11/18/2015 Last EDR Contact: 12/30/2015 Number of Days to Update: 41 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Varies IOP: Innocent Owner/Operator Program Contains information on all sites that are in the IOP. An IOP is an innocent owner or operator whose property is contaminated as a result of a release or migration of contaminants from a source or sources not located on the property, and they did not cause or contribute to the source or sources of contamination. Date of Government Version: 10/06/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/08/2015 Telephone: 512-239-5894 Date Made Active in Reports: 11/18/2015 Last EDR Contact: 01/07/2016 Number of Days to Update: 41 Next Scheduled EDR Contact: 04/18/2016 Data Release Frequency: Quarterly MSD: Municipal Settings Designations Database An MSD is an official state designation given to property within a municipality or its extraterritorial jurisdiction that certifies that designated groundwater at the property is not use as potable water, and is prohibited from future use as potatable water because that groundwater is contaminated in excess of the applicable potable -water protective concentration level. Date of Government Version: 11/13/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/24/2015 Telephone: 512-239-4982 Date Made Active in Reports: 01/07/2016 Last EDR Contact: 11/07/2015 Number of Days to Update: 44 Next Scheduled EDR Contact: 02/15/2016 Data Release Frequency: Varies NPDES: NPDES Facility List Permitted wastewater outfalls. Date of Government Version: 08/18/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 08/21/2015 Telephone: 512-239-4591 Date Made Active in Reports: 10/23/2015 Last EDR Contact: 11/20/2015 Number of Days to Update: 63 Next Scheduled EDR Contact: 02/29/2016 Data Release Frequency: Varies RWS: Radioactive Waste Sites Sites in the State of Texas that have been designated as Radioactive Waste sites. Date of Government Version: 07/24/2006 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/14/2006 Telephone: 512-239-0859 Date Made Active in Reports: 01/23/2007 Last EDR Contact: 11/20/2015 Number of Days to Update: 40 Next Scheduled EDR Contact: 02/29/2016 Data Release Frequency: Semi -Annually TIER 2: Tier 2 Chemical Inventory Reports A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report. Date of Government Version: 12/31/2012 Source: Department of State Health Services Date Data Arrived at EDR: 06/07/2013 Telephone: 512-834-6603 Date Made Active in Reports: 07/22/2013 Last EDR Contact: 11/19/2015 Number of Days to Update: 45 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Annually TC4526575.2s Page GR-22 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING UIC: Underground Injection Wells Database Listing Class V injection wells regulated by the TCEQ. Class V wells are used to inject non -hazardous fluids underground. Most Class V wells are used to dispose of wastes into or above underground sources of drinking water and can pose a threat to ground water quality, if not managed properly. Date of Government Version: 07/22/2015 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 07/29/2015 Telephone: 512-239-6627 Date Made Active in Reports: 08/24/2015 Last EDR Contact: 01/19/2016 Number of Days to Update: 26 Next Scheduled EDR Contact: 05/02/2016 Data Release Frequency: Varies EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR's researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Source: EDR, Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historic Gas Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historic Dry Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies TC4526575.2s Page GR-23 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. Date of Government Version: N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 07/01/2013 Telephone: N/A Date Made Active in Reports: 12/26/2013 Last EDR Contact: 06/01/2012 Number of Days to Update: 178 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. Date of Government Version: N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 07/01/2013 Telephone: N/A Date Made Active in Reports: 01/13/2014 Last EDR Contact: 06/01/2012 Number of Days to Update: 196 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS TRAVIS COUNTY: Historic Tank Records A listing of historic records from the City of Austin. Date of Government Version: 06/25/2012 Source: Department of Planning & Development Review Date Data Arrived at EDR: 06/29/2012 Telephone: 512-974-2715 Date Made Active in Reports: 08/23/2012 Last EDR Contact: 12/07/2015 Number of Days to Update: 55 Next Scheduled EDR Contact: 03/21/2016 Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/30/2013 Source: Department of Energy & Environmental Protection Date Data Arrived at EDR: 08/19/2013 Telephone: 860-424-3375 Date Made Active in Reports: 10/03/2013 Last EDR Contact: 11/16/2015 Number of Days to Update: 45 Next Scheduled EDR Contact: 02/29/2016 Data Release Frequency: No Update Planned TC4526575.2s Page GR-24 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2013 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/17/2015 Telephone: N/A Date Made Active in Reports: 08/12/2015 Last EDR Contact: 01/15/2016 Number of Days to Update: 26 Next Scheduled EDR Contact: 04/25/2016 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 11/02/2015 Source: Department of Environmental Conservation Date Data Arrived at EDR: 11/08/2015 Telephone: 518-402-8651 Date Made Active in Reports: 12/09/2015 Last EDR Contact: 11/08/2015 Number of Days to Update: 31 Next Scheduled EDR Contact: 02/15/2016 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2014 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/24/2015 Telephone: 717-783-8990 Date Made Active in Reports: 08/18/2015 Last EDR Contact: 01/19/2016 Number of Days to Update: 25 Next Scheduled EDR Contact: 05/02/2016 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2013 Source: Department of Environmental Management Date Data Arrived at EDR: 06/19/2015 Telephone: 401-222-2797 Date Made Active in Reports: 07/15/2015 Last EDR Contact: 11/19/2015 Number of Days to Update: 26 Next Scheduled EDR Contact: 03/07/2016 Data Release Frequency: Annually VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version: 11/16/2015 Source: Department of Environmental Conservation Date Data Arrived at EDR: 11/23/2015 Telephone: 802-241-3443 Date Made Active in Reports: 01/07/2016 Last EDR Contact: 01/19/2016 Number of Days to Update: 45 Next Scheduled EDR Contact: 05/02/2016 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 03/19/2015 Date Made Active in Reports: 04/07/2015 Number of Days to Update: 19 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 12/09/2015 Next Scheduled EDR Contact: 03/28/2016 Data Release Frequency: Annually Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. TC4526575.2s Page GR-25 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on private school locations in the United States. Daycare Centers: Child Care Facility List Source: Department of Protective & Regulatory Services Telephone: 512-438-3269 Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Texas General Land Office Telephone: 512-463-0745 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4526575.2s Page GR-26 GEOCHECK®- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS ANNA GRAIN PROPERTY 205 S POWELL PARKWAY ANNA, TX 75409 TARGET PROPERTY COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): Elevation: USGS TOPOGRAPHIC MAP Target Property Map: Version Date: 33.34735 - 33' 20' 50.46" 96.550214 - 96' 33' 0.77" Zone 14 727980.6 3692283.2 705 ft. above sea level 5939209 ANNA, TX 2013 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principal investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC4526575.2s Page A-1 GEOCHECK®- PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site -specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General WSW SURROUNDING TOPOGRAPHY: ELEVATION PROFILES c 0 N O 0. OD O . N OD N A W N V W T O N N North I South TIP 0 0 � O N T W O 10p N G N O O 000 N W pip W _ _ _ _ West TP Target Property Elevation: 705 ft. East 1/2 1 Miles Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC4526575.2s Page A-2 GEOCHECK®- PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Target Property County COLLIN, TX Flood Plain Panel at Target Property: Additional Panels in search area: NATIONAL WETLAND INVENTORY NWI Quad at Target Property NOT AVAILABLE HYDROGEOLOGIC INFORMATION FEMA Flood Electronic Data YES - refer to the Overview Map and Detail Map 48085C - FEMA DFIRM Flood data Not Reported NWI Electronic Data Coverage YES - refer to the Overview Map and Detail Map Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Site -Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found AQUIFLOWO Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported ' 51996 Site -specific hydrogeologicaI data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. TC4526575.2s Page A-3 GEOCHECK®- PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy -gravelly types of soils than silty -clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. :AZa :F� 1:L1111 0:L1011411 ki 1 I I GEOLOGIC AGE IDENTIFICATION Era: Mesozoic Category: Stratified Sequence System: Cretaceous Series: Austin and Eagle Ford Groups Code: uK2 (decoded above as Era, System & Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). TC4526575.2s Page A-4 SSURGO SOIL MAP - 4526575.2s Target Property SSURGO Soil Water 0 1116 IIB 14 Miles SITE NAME: Anna Grain Property CLIENT: Modern GeoSciences ADDRESS: 205 S Powell Parkway CONTACT: Catherine Seaton Anna TX 75409 INQUIRY #: 4526575.2s LAT/LONG: 33.34735 / 96.550214 DATE: February 01, 2016 10:13 am Copyright m 2016 EDR, Inc. (c) 2015 TornTom Rel. 2015. GEOCHECK®- PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Houston Black Soil Surface Texture: clay Hydrologic Group: Class D - Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Soil Drainage Class: Moderately well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic conductivity Soil Reaction Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil micro m/sec (pH) 1 0 inches 5 inches clay Not reported Not reported Max: 0.42 Max: 8.4 Min:0.01 Min:7.4 2 5 inches 44 inches clay Not reported Not reported Max: 0.42 Max: 8.4 Min:0.01 Min:7.4 3 44 inches 79 inches clay Not reported Not reported Max: 0.42 Max: 8.4 Min:0.01 Min:7.4 Soil Map ID: 2 Soil Component Name: Soil Surface Texture: Hydrologic Group: Soil Drainage Class: Houston Black clay Class D - Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Moderately well drained TC4526575.2s Page A-6 GEOCHECK®- PHYSICAL SETTING SOURCE SUMMARY Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic conductivity Soil Reaction Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil micro m/sec (pH) 1 0 inches 5 inches clay Not reported Not reported Max: 0.42 Max: 8.4 Min:0.01 Min:7.4 2 5 inches 44 inches clay Not reported Not reported Max: 0.42 Max: 8.4 Min:0.01 Min:7.4 3 44 inches 79 inches clay Not reported Not reported Max: 0.42 Max: 8.4 Min:0.01 Min:7.4 Soil Map ID: 3 Soil Component Name: Austin Soil Surface Texture: silty clay Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic conductivity Soil Reaction Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil micro m/sec (pH) 1 0 inches 16 inches silty clay Not reported Not reported Max: 4 Max: 8.4 Min:1.4 Min:7.9 2 16 inches 29 inches silty clay Not reported Not reported Max: 4 Max: 8.4 Min:1.4 Min:7.9 TC4526575.2s Page A-7 GEOCHECK®- PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Boundary Classification Saturated hydraulic conductivity Soil Reaction Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil micro m/sec (pH) 3 29 inches 50 inches bedrock Not reported Not reported Max: 14 Max: Min: Min: 0.42 LOCAL / REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE (miles Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP B12 TX0430027 1/8 - 1/4 Mile NE Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Al TXMON3000080789 0 - 1/8 Mile NW A2 TXMON3000080790 0 - 1/8 Mile NW A3 TXMON3000080791 0 - 1/8 Mile NW A4 TXDOL2000028419 0 - 1/8 Mile NW A5 TXDOL2000028420 0 - 1/8 Mile NW TC4526575.2s Page A-8 GEOCHECK®- PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP A6 TXDOL2000028421 0 - 1/8 Mile NW A7 TXMON3000170480 0 - 1/8 Mile NNW A8 TXDOL2000027742 0 - 1/8 Mile NNW B9 TXWDB5000022969 1/8 - 1/4 Mile ENE B10 TXWDB5000022971 1/8 - 1/4 Mile ENE 1311 TXEQ40000018763 1/8 - 1/4 Mile ENE C13 TXMON3000204191 1/8 - 1/4 Mile NNE C14 TXMON3000274996 1/8 - 1/4 Mile NNE B15 TXBR10000030375 1/8 - 1/4 Mile NE B16 TXWDB5000022970 1/8 - 1/4 Mile NE B17 TXEQ40000002751 1/8 - 1/4 Mile NE D18 TXPLU3000085599 1/8 - 1/4 Mile SSW D19 TXPLU3000006029 1/8 - 1/4 Mile SSW D20 TXPLU3000006030 1/8 - 1/4 Mile SSW 21 TXBR10000013370 1/4 - 1/2 Mile ENE E22 TXWDB5000022975 1/4 - 1/2 Mile East E23 TXEQ40000002755 1/4 - 1/2 Mile East E24 TXMON3000093683 1/4 - 1/2 Mile East F25 TXWDB5000022972 1/2 - 1 Mile North F26 TXEQ40000002752 1/2 - 1 Mile North 27 TXPLU3000006593 1/2 - 1 Mile SSW G28 TXPLU3000056793 1/2 - 1 Mile East G29 TXPLU3000056784 1/2 - 1 Mile East OTHER STATE DATABASE INFORMATION STATE OIL/GAS WELL INFORMATION MAP ID WELL ID TXOG60000224659 TXOG60000224657 LOCATION FROM TP 0 - 1/8 Mlle ES!'- 1/2 - 1 Mile East TC4526575.2s Page A-9 PHYSICAL SETTING SOURCE MAP - 4526575.2S NCounty Boundary N Major Roads N Contour Lines OO Earthquake epicenter, Richter 5 or greater ® Water Wells © Public Water Supply Wells ® Cluster of Multiple Icons 0 1/4 1/2 1 Miles Groundwater Flow Direction ffD Indeterminate Groundwater Flow at Location c v Groundwater Flow Varies at Location H D Closest Hydrogeological Data • Oil or gas wells SITE NAME: Anna Grain Property CLIENT: Modern GeoSciences ADDRESS: 205 S Powell Parkway CONTACT: Catherine Seaton Anna TX 75409 INQUIRY #: 4526575.2s LAT/LONG: 33.34735 / 96.550214 DATE: February 01, 2016 10:13 am Copyright cg 2016 EDR, Inc. cs, 2015 TomTom Rai. 2015. Map ID Direction Distance Elevation GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Database EDR ID Number Al NW TX WELLS 0 - 1/8 Mile Higher Dateentere: 04-MAY-06 Ownname: Anna Thrifty Foods Ownstreet: 118 S. Powell Owncity: Anna Ownstate: TX Ownzip: 75409 County: Collin Wellstreet: 118 S. Powell Wellcity: Anna Wellzip: 75409 Own: B-1 Lat dec: 33.34861 Long dec: -96.551388 Elev: 0 Brandmodel: Garmin Gn: 18442 Gnl: 18 Gn75: 44 Gn25: 2 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 1 Ud: 0 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 24-APR-06 Datecomp: 24-APR-06 Dial: 4 Dialto: 20 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 1 Dmother: Solid Flight Augers Bco: 0 Bcs: 0 Bcg: 0 Bcgs: Not Reported Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: Not Reported Gpt: Not Reported Cemfroml: Not Reported Cemtol: Not Reported Nosacksl: Not Reported Cemfrom2: Not Reported Cemto2: Not Reported Nosacks2: Not Reported Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: Not Reported Cementby: Not Reported Ds: Not Reported Dpl: Not Reported Dsv: Not Reported Appvar: Not Reported Scs: 0 Scsv: 0 Scp: 0 Sca: 0 Watlev: Not Reported Watlevdate: Not Reported Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 TXMON3000080789 TC4526575.2s Page A-11 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Tpjet: 0 Tpsubmersi: 0 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: Not Reported Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: Not Reported Welltestdr: Not Reported Welltesthr: Not Reported Watqualund: 0 Watqualu 1: 1 Watertype: Not Reported Stratdepth: Not Reported Chemanaly: 0 Chemanaln: 0 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Groundwater Monitoring Inc. Drllicno: 5003 Compstreet: 3322 Gilbert Rd. Compcity: Grand Prairie Compstate: TX Compzip: 75050 Drillernam: Jon M. Storm Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000080789 Latitude: 33.34861 Longitude: -96.551388 A2 NW TX WELLS TXMON3000080790 0 - 1/8 Mile Higher Dateentere: 04-MAY-06 Ownname: Anna Thrifty Foods Ownstreet: 118 S. Powell Owncity: Anna Ownstate: TX Ownzip: 75409 County: Collin Wellstreet: 118 S. Powell Wellcity: Anna Wellzip: 75409 Own: B-2 Lat dec: 33.34861 Long dec: -96.551388 Elev: 0 Brandmodel: Garmin Gn: 18442 Gnl: 18 Gn75: 44 Gn25: 2 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 1 Ud: 0 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 24-APR-06 Datecomp: 24-APR-06 Dial: 4 Dialto: 10 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 0 Dmbored: 0 TC4526575.2s Page A-12 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 1 Dmother: Solid Flight Augers Bco: 0 Bcs: 0 Bcg: 0 Bcgs: Not Reported Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: Not Reported Gpt: Not Reported Cemfrom1: Not Reported Cemto1: Not Reported Nosacks1: Not Reported Cemfrom2: Not Reported Cemto2: Not Reported Nosacks2: Not Reported Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: Not Reported Cementby: Not Reported Ds: Not Reported Dpl: Not Reported Dsv: Not Reported Appvar: Not Reported Scs: 0 Scsv: 0 Scp: 0 Sca: 0 Watlev: Not Reported Watlevdate: Not Reported Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 0 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: Not Reported Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: Not Reported Welltestdr: Not Reported Welltesthr: Not Reported Watqualund: 0 Watqualu 1: 1 Watertype: Not Reported Stratdepth: Not Reported Chemanaly: 0 Chemanaln: 0 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Groundwater Monitoring Inc. Drllicno: 5003 Compstreet: 3322 Gilbert Rd. Compcity: Grand Prairie Compstate: TX Compzip: 75050 Drillernam: Jon M. Storm Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000080790 Latitude: 33.34861 Longitude: -96.551388 A3 NW 0 - 1/8 Mile Higher Dateentere Ownstreet: Owncity: Ownzip: Wel lstreet: Wellcity: Own: Lat dec: Long dec: Elev: 04-MAY-06 118 S. Powell Anna 75409 118 S. Powell Anna B-3 33.34861 -96.551388 0 Ownname: Ownstate: County: Wellzip: TX WELLS Anna Thrifty Foods TX Collin 75409 TXMON3000080791 TC4526575.2s Page A-13 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Brandmodel: Garmin Gn: 18442 Gnl: 18 Gn75: 44 Gn25: 2 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 1 Ud: 0 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Lit: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 24-APR-06 Datecomp: 24-APR-06 Dial: 4 Dialto: 4 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 1 Dmother: Solid Flight Augers Bco: 0 Bcs: 0 Bcg: 0 Bcgs: Not Reported Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: Not Reported Gpt: Not Reported Cemfroml: Not Reported Cemtol: Not Reported Nosacksl: Not Reported Cemfrom2: Not Reported Cemto2: Not Reported Nosacks2: Not Reported Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: Not Reported Cementby: Not Reported Ds: Not Reported Dpl: Not Reported Dsv: Not Reported Appvar: Not Reported Scs: 0 Scsv: 0 Scp: 0 Sca: 0 Watlev: Not Reported Watlevdate: Not Reported Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 0 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: Not Reported Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: Not Reported Welltestdr: Not Reported Welltesthr: Not Reported Watqualund: 0 Watqualu 1: 1 Watertype: Not Reported Stratdepth: Not Reported Chemanaly: 0 Chemanaln: 0 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Groundwater Monitoring Inc. Drllicno: 5003 Compstreet: 3322 Gilbert Rd. Compcity: Grand Prairie Compstate: TX Compzip: 75050 Drillernam: Jon M. Storm Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported TC4526575.2s Page A-14 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Confidenti: Deleted: Site id: Latitude: Longitude: 0 0 TXMON3000080791 33.34861 -96.551388 Letterrecv: Insdate: Not Reported Not Reported A4 NW TX WELLS TXDOL2000028419 0 - 1/8 Mile Higher Fid: 28418 Rec id: 28410 Edr site is 82049 Owner: Anna Thrifty Foods Ownerwell: B-3 Address: 118 S. Powell <br>Anna ITX75409 Grid: 18-44-2 Waddress: 118 S. Powell <br>Anna ITX75409 Lat : 33&deg; 20 55N Wcounty: Collin Long: 096&deg; 33 05 WElevation: No Data Gpsused: Garmin Typeofwork: New Well Propuse: Environmental Soil Boring Sdate: Not Reported Completedd: Not Reported Diameter: 4 in From Surface To 4 ft Dmethod: Not Reported Bcompletio: No Data Packedfrom: Not Reported Packsize: Not Reported Finterval: No Data Sinterval: No Data Tinterval: No Data Usedmethod: Not Reported Cementedby: Not Reported Contaminat: Not Reported Propertyli: Not Reported Verrimetho: Not Reported Variance: Not Reported Surface: No Data Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Data Undesirabl: No Companynam: Groundwater Monitoring Inc. Companyadd: 3322 Gilbert Rd. Ccitystate: Grand Prairie TX 75050 Licensenum: 5003 Wsignature: Jon M. Storm Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000028419 A5 NW TX WELLS TXDOL2000028420 0 - 1/8 Mile Higher TC4526575.2s Page A-15 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 28419 Rec id: 28411 Edr site is 82048 Owner: Anna Thrifty Foods Ownerwell: B-2 Address: 118 S. Powell <br>Anna ITX75409 Grid: 18-44-2 Waddress: 118 S. Powell <br>Anna TX75409 Lat : 33&deg; 20 55N Wcounty: Collin Long: 096&deg; 33 05 WElevation: No Data Gpsused: Garmin Typeofwork: New Well Propuse: Environmental Soil Boring Sdate: Not Reported Completedd: Not Reported Diameter: 4 in From Surface To 10 ft Dmethod: Not Reported Bcompletio: No Data Packedfrom: Not Reported Packsize: Not Reported Finterval: No Data Sinterval: No Data Tinterval: No Data Usedmethod: Not Reported Cementedby: Not Reported Contaminat: Not Reported Propertyli: Not Reported Verrimetho: Not Reported Variance: Not Reported Surface: No Data Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Data Undesirabl: No Companynam: Groundwater Monitoring Inc. Companyadd: 3322 Gilbert Rd. Ccitystate: Grand Prairie TX 75050 Licensenum: 5003 Wsignature: Jon M. Storm Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000028420 A6 NW TX WELLS TXDOL2000028421 0 - 1/8 Mile Higher Fid: 28420 Rec id: 28412 Edr site is 82047 Owner: Anna Thrifty Foods Ownerwell: B-1 Address: 118 S. Powell <br>Anna TX75409 Grid: 18-44-2 Waddress: 118 S. Powell <br>Anna ITX75409 Lat : 33&deg; 20 55N Wcounty: Collin Long: 096&deg; 33 05 WElevation: No Data Gpsused: Garmin Typeofwork: New Well Propuse: Environmental Soil Boring Sdate: Not Reported Completedd: Not Reported Diameter: 4 in From Surface To 20 ft Dmethod: Not Reported Bcompletio: No Data Packedfrom: Not Reported Packsize: Not Reported Finterval: No Data Sinterval: No Data Tinterval: No Data Usedmethod: Not Reported Cementedby: Not Reported TC4526575.2s Page A-16 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Contaminat: Not Reported Propertyli: Not Reported Verrimetho: Not Reported Variance: Not Reported Surface: No Data Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Data Undesirabl: No Companynam: Groundwater Monitoring Inc. Companyadd: 3322 Gilbert Rd. Ccitystate: Grand Prairie TX 75050 Licensenum: 5003 Wsignature: Jon M. Storm Dsignature: No Data Regnum: No Data Comments: No Data Site id: TXDOL2000028421 A7 NNW TX WELLS 0 - 1/8 Mile Higher Dateentere: 31-MAR-09 Ownname: City of Anna Texas Ownstreet: 101 S. Powell Pkwy Owncity: Anna Ownstate: TX Ownzip: 75409 County: Collin Wellstreet: SAME Wellcity: Not Reported Wellzip: Not Reported Own: MW-1 Lat dec: 33.348888 Long dec: -96.550833 Elev: 0 Brandmodel: Magellan Gn: 18442 Gnl: 18 Gn75: 44 Gn25: 2 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 1 Ue: 0 Ud: 0 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 30-MAR-09 Datecomp: 30-MAR-09 Dial: 7.25 Dialto: 15 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 1 Dmother: Flight Bco: 0 Bcs: 0 Bcg: 0 Bcgs: Not Reported Bcu: 0 Bcoc: 1 Bcot: 20/40 Sand Gpf: Not Reported Gpt: Not Reported Cemfroml : 0 Cemtol : 1 Nosacksl: 1 cement Cemfrom2: 1 TXMON3000170480 TC4526575.2s Page A-17 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Cemto2: 2 Nosacks2: 1 bentonite Cemfrom3: 2 Cemto3: 15 Nosacks3: 5 sand Cementmeth: mix Cementby: SCI Ds: Not Reported Dpl: Not Reported Dsv: Not Reported Appvar: Not Reported Scs: 1 Scsv: 0 Scp: 0 Sca: 0 Watlev: Not Reported Watlevdate: Not Reported Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 0 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: Not Reported Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: Not Reported Welltestdr: Not Reported Welltesthr: Not Reported Watqualund: 0 Watqualu 1: 0 Watertype: Not Reported Stratdepth: Not Reported Chemanaly: 0 Chemanaln: 0 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: SCI Drllicno: 56033 Compstreet: 5066 Brushcreek Rd Compcity: Fort Worth Compstate: TX Compzip: 76119 Drillernam: William Fields Traineenam: Not Reported Tnum: Not Reported Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000170480 Latitude: 33.348888 Longitude: -96.550833 A8 NNW TX WELLS TXDOL2000027742 0 - 1/8 Mile Higher Fid: 27741 Rec id: 27734 Edr site is 172924 Owner: City of Anna Texas Ownerwell: MW-1 Address: 101 S. Powell Pkwy <br>Anna ITX75409 Grid: 18-44-2 Waddress: SAME <br>TX Lat : 33&deg; 20 56N Wcounty: Collin Long: 096&deg; 33 03 WElevation: No Data Gpsused: Magellan Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7.25 in From Surface To 15 ft Dmethod: Not Reported Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 0 ft to 1 ft with 1 cement (#sacks and material) Sinterval: From 1 ft to 2 ft with 1 bentonite (#sacks and material) Tinterval: From 2 ft to 15 ft with 5 sand (#sacks and material) Usedmethod: mix Cementedby: SCI TC4526575.2s Page A-18 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Contaminat: Verrimetho: Surface: Flow: Packers: Cementinwe: Pumpbowl: Yield: Watertype: Chemicalma: Companynam: Ccitystate: Wsignature: Regnum: Comments: Site id: B9 ENE 1/8 - 1/4 Mile Higher Fid: County nam: Gma: Previous w: Lat dec: Long dec: Coordsourc: Owner 1: Driller 1: Aquifer co: Elev of Is: Date drill: Well depth: Welluse: Site id: Casing Info: C s o indicator: Top depth: Casing Info: C s o indicator: Top depth: Casing Info: C s o indicator: Top depth: Infrequent Const: Date: Sample number: Flag: Plus minus: No Data Propertyli: No Data Variance: Surface Slab Installed Staticleve: No Data No Data No Data Typepump: Not Reported Welltests: Not Reported No Data Stratadept: No Data Undesirabl: SCI Companyadd: Fort Worth TX 76119 Licensenum: William Fields Dsignature: No Data No Data TXDOL2000027742 22968 State well: Collin Basin name 8 Rwpa: Not Reported 33.348333 -96.548055 Global Positioning System - GPS City of Anna Owner 2: Dal -Tex Drilling Co. Driller 2: 212WDBN Aquifer id: 711 Elev meth: 03051947 Welltype: 1470 Depthsourc: Plugged or Destroyed TXWDB5000022969 No Data No Data No Data No Data No Data No Data No Data 5066 Brushcreek Rd 56033 No Data TX WELLS TXWDB5000022969 1844201 Trinity River C Well #1 Not Reported Woodbine Digital Elevation Model -DEM Withdrawal of Water Driller's Log Group number: 1 C Diameter csg scn: 8 0 Bottom depth: 1409 Group number: 2 C Diameter csg scn: 6 1387 Bottom depth: 1409 Group number: 3 S Diameter csg scn: 6 1409 Bottom depth: 1470 4/25/1957 1 Storetcode: 01045 Not Reported Const val: 1500. Not Reported TC4526575.2s Page A-19 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 4/25/1957 Sample number: 1 Storet code: 01055 Flag: < Const val: 50. Plus minus: Not Reported Infrequent Const: Date: 6/6/1962 Sample number: 1 Storet code: 01045 Flag: Not Reported Const val: 500. Plus minus: Not Reported Infrequent Const: Date: 7/14/1969 Sample number: 1 Storet code: 01045 Flag: Not Reported Const val: 100. Plus minus: Not Reported Infrequent Const: Date: 9/22/1951 Sample number: 1 Storet code: 00900 Flag: Not Reported Const val: 6 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 00010 Flag: Not Reported Const val: 29.6 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 00090 Flag: Not Reported Const val: -163.1 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 00608 Flag: Not Reported Const val: 0.59 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 00613 Flag: < Const val: 0.01 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 00618 Flag: Not Reported Const val: 0.02 Plus minus: Not Reported TC4526575.2s Page A-20 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 9/23/1993 Sample number: 1 Storet code: 00623 Flag: Not Reported Const val: 0.8 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01000 Flag: < Const val: 4.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01005 Flag: Not Reported Const val: 2.4 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01020 Flag: Not Reported Const val: 1120. Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01025 Flag: < Const val: 2.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01030 Flag: < Const val: 4.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01040 Flag: < Const val: 2.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01046 Flag: Not Reported Const val: 45.9 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01049 Flag: < Const val: 5.0 Plus minus: Not Reported TC4526575.2s Page A-21 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 9/23/1993 Sample number: 1 Storet code: 01056 Flag: Not Reported Const val: 5.5 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01075 Flag: < Const val: 3.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01090 Flag: Not Reported Const val: 14.6 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01145 Flag: < Const val: 2.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 01503 Flag: < Const val: 4.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 03503 Flag: < Const val: 6.0 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 39086 Flag: Not Reported Const val: 356. Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 71870 Flag: Not Reported Const val: 0.83 Plus minus: Not Reported Infrequent Const: Date: 9/23/1993 Sample number: 1 Storet code: 71890 Flag: < Const val: 0.13 Plus minus: Not Reported TC4526575.2s Page A-22 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 9/23/1993 Sample number: 1 Storet code: 82244 Flag: Not Reported Const val: 4. Plus minus: Not Reported Water Level Info: Pn well visit mark: P Depth from Isd: -131.7 Mm date: 3 Dd date: 10 Yy date: 1977 Measurement number: 01 Measuring agency: 12 Method of meas: 7 Remark: Not Reported Date entered: Not Reported User name: Not Reported Water Quality Info: Mm date: 4 Dd date: 25 Yydate: 1957 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 99 Collecting agency: 09 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: Not Reported Q00910 flag: Not Reported Q00910 calcium mgl: 4 Q00920 flag: Not Reported Q00920 magnes mgl: 1 Q00929 flag: Not Reported Q00929 sodium mgl: 248 Q00937 flag: Not Reported Q00937 potass mgl: Not Reported Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 0 Q00440 bicarb mgl: 344.14 Q00945 flag: Not Reported Q00945 sulfate mgl: 47 Q00940 flag: Not Reported Q00940 chloride mg: 147 Q00951 flag: Not Reported Q00951 fluoride mg: 1.3 Q71850 flag: < Q71850 nitrate mgl: .4 Q00403 flag: Not Reported Q00403 ph: 7.9 Q70300 tds: 617 Q00415 flag: Not Reported Q00415 phen alk: 0 Q00410 flag: Not Reported Q00410 total alk: 282 Q00900 tot hardnes: 14 Q00932 percent na: 97 Q00931 sar: 28.74 Q71860 rsc: 5.36 Q00095 flag: Not Reported Q00095 spec cond: 1050 Date entered: Not Reported User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 6 Dd date: 6 Yydate: 1962 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 99 Collecting agency: 09 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: Not Reported Q00910 flag: Not Reported Q00910 calcium mgl: 2 Q00920 flag: Not Reported Q00920 magnes mgl: 1 Q00929 flag: Not Reported Q00929 sodium mgl: 216 Q00937 flag: Not Reported Q00937 potass mgl: Not Reported Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 0 Q00440 bicarb mgl: 360 Q00945 flag: Not Reported Q00945 sulfate mgl: 54 Q00940 flag: Not Reported Q00940 chloride mg: 80 Q00951 flag: Not Reported Q00951 fluoride mg: 1 Q71850 flag: Not Reported Q71850 nitrate mgl: 2 Q00403 flag: Not Reported Q00403 ph: 8 Q70300 tds: 533 TC4526575.2s Page A-23 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Q00415 flag: Not Reported Q00415 phen alk: 0 Q00410 flag: Not Reported Q00410 total alk: 295 Q00900 tot hardnes: 9 Q00932 percent na: 98 Q00931 sar: 31.14 Q71860 rsc: 5.72 Q00095 flag: Not Reported Q00095 spec cond: 1004 Date entered: Not Reported User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 7 Dd date: 14 Yydate: 1969 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 99 Collecting agency: 09 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: Not Reported Q00910 flag: Not Reported Q00910 calcium mgl: 3 Q00920 flag: Not Reported Q00920 magnes mgl: 1 Q00929 flag: Not Reported Q00929 sodium mgl: 186 Q00937 flag: Not Reported Q00937 potass mgl: Not Reported Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 3 Q00440 bicarb mgl: 355 Q00945 flag: Not Reported Q00945 sulfate mgl: 51 Q00940 flag: Not Reported Q00940 chloride mg: 50 Q00951 flag: Not Reported Q00951 fluoride mg: 1.2 Q71850 flag: Not Reported Q71850 nitrate mgl: 3 Q00403 flag: Not Reported Q00403 ph: 8.5 Q70300 tds: 472 Q00415 flag: Not Reported Q00415 phen alk: 2.5 Q00410 flag: Not Reported Q00410 total alk: 295.9 Q00900 tot hardnes: 11 Q00932 percent na: 97 Q00931 sar: 23.76 Q71860 rsc: 5.69 Q00095 flag: Not Reported Q00095 spec cond: Not Reported Date entered: Not Reported User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 9 Dd date: 22 Yydate: 1951 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 03 Collecting agency: 03 Lab code: 02 Bu wganalysis: U Q00955 flag: Not Reported Q00955 silica mgl: Not Reported Q00910 flag: Not Reported Q00910 calcium mgl: Not Reported Q00920 flag: Not Reported Q00920 magnes mgl: Not Reported Q00929 flag: Not Reported Q00929 sodium mgl: 208 Q00937 flag: Not Reported Q00937 potass mgl: 1.6 Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 0 Q00440 bicarb mgl: 353 Q00945 flag: Not Reported Q00945 sulfate mgl: 51 Q00940 flag: Not Reported Q00940 chloride mg: 75 Q00951 flag: Not Reported Q00951 fluoride mg: .9 Q71850 flag: Not Reported Q71850 nitrate mgl: .2 Q00403 flag: Not Reported Q00403 ph: 8.2 Q70300 tds: 548 TC4526575.2s Page A-24 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Q00415 flag: Not Reported Q00415 phen alk: 0 Q00410 flag: Not Reported Q00410 total alk: 289.26 Q00900 tot hardnes: Not Reported Q00932 percent na: Not Reported Q00931 sar: Not Reported Q71860 rsc: Not Reported Q00095 flag: Not Reported Q00095 spec cond: 883 Date entered: Not Reported User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 9 Dd date: 23 Yydate: 1993 Sample number: 1 Sample time: Not Reported Temp centigrade: 30 Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 10 Collecting agency: 01 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: 13 Q00910 flag: Not Reported Q00910 calcium mgl: .8 Q00920 flag: Not Reported Q00920 magnes mgl: .3 Q00929 flag: Not Reported Q00929 sodium mgl: 249 Q00937 flag: Not Reported Q00937 potass mgl: 1.8 Q01080 flag: Not Reported Q01080 strontium: .07 Q00445 carb mgl: 4.8 Q00440 bicarb mgl: 425.9 Q00945 flag: Not Reported Q00945 sulfate mgl: 130 Q00940 flag: Not Reported Q00940 chloride mg: 37 Q00951 flag: Not Reported Q00951 fluoride mg: 1.3 Q71850 flag: Not Reported Q71850 nitrate mgl: .09 Q00403 flag: Not Reported Q00403 ph: 8.5 Q70300 tds: 647 Q00415 flag: Not Reported Q00415 phen alk: 4 Q00410 flag: Not Reported Q00410 total alk: 357 Q00900 tot hardnes: 3 Q00932 percent na: 99 Q00931 sar: 60.26 Q71860 rsc: 7.08 Q00095 flag: Not Reported Q00095 spec cond: 1034 Date entered: Not Reported User name: dcoker Bu value: Not Reported Remarks: Group number: 1 Remarks 1: Owners well #1. PWS ID #043002Rkmarks 2: Reported yield 50 GPM. Cemented Remarks: Group number: 2 Remarks 1: from 0 to 1409 feet. Plugged PS Remarks 2: well. B10 ENE TX WELLS TXWDB5000022971 1/8 - 1/4 Mile Higher Fid: 22970 State well: 1844203 County nam: Collin Basin name: Trinity River Gma: 8 Rwpa: C Previous w: Not Reported Lat dec: 33.348333 Long dec: -96.548055 Coordsourc: Global Positioning System - GPS Owner 1: City of Anna Owner 2: Old well #1 Driller 1: Not Reported Driller 2: Not Reported Aquifer co: 212WDBN Aquifer id: Woodbine TC4526575.2s Page A-25 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elev of Is: 711 Elev meth: Digital Elevation Model -DEM Date drill: 00001911 Welltype: Withdrawal of Water Well depth: 1065 Depthsourc: Memory of Owner Welluse: Plugged or Destroyed Site id: TXWDB5000022971 Casing Info: Group number: 1 C s o indicator: C Diameter csg scn: 6 Top depth: Not Reported Bottom depth: Not Reported Infrequent Const Date: 2/19/1943 Sample number: 1 Storet code: 01045 Flag: Not Reported Const val: 3400. Plus minus: Not Reported Infrequent Const: Date: 7/29/1946 Sample number: 1 Storet code: 01045 Flag: Not Reported Const val: 1200. Plus minus: Not Reported Water Level Info: Pn well visit mark: P Depth from Isd: -148.7 Mm date: 3 Dd date: 21 Yy date: 1943 Measurement number: 01 Measuring agency: 12 Method of meas: 7 Remark: Not Reported Date entered: Not Reported User name: Not Reported Water Quality Info: Mm date: 2 Dd date: 19 Yydate: 1943 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 03 Collecting agency: 03 Lab code: 02 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: 14 Q00910 flag: Not Reported Q00910 calcium mgl: 14 Q00920 flag: Not Reported Q00920 magnes mgl: 8 Q00929 flag: Not Reported Q00929 sodium mgl: 1370 Q00937 flag: Not Reported Q00937 potass mgl: 20 Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 0 Q00440 bicarb mgl: 701.2 Q00945 flag: Not Reported Q00945 sulfate mgl: 800 Q00940 flag: Not Reported Q00940 chloride mg: 1180 Q00951 flag: Not Reported Q00951 fluoride mg: 1.6 Q71850 flag: Not Reported Q71850 nitrate mgl: .5 Q00403 flag: Not Reported Q00403 ph: 8.2 Q70300 tds: 3752 Q00415 flag: Not Reported Q00415 phen alk: 0 Q00410 flag: Not Reported Q00410 total alk: 574.59 Q00900 tot hardnes: 67 Q00932 percent na: 97 Q00931 sar: 72.35 Q71860 rsc: 10.14 Q00095 flag: Not Reported Q00095 spec cond: Not Reported Date entered: Not Reported User name: dcoker Bu value: Not Reported TC4526575.2s Page A-26 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Water Quality Info: Dd date: Sample number: Temp centigrade: Bottom s interval: Collection remarks: Collecting agency: Bu wganalysis: Q00955 silica mgl: Q00910 calcium mgl: Q00920 magnes mgl Q00929 sodium mgl: Q00937 potass mgl: Q01080 strontium: Q00440 bicarb mgl: Q00945 sulfate mgl: Q00940 chloride mg: Q00951 fluoride mg: Q71850 nitrate mgl: Q00403 ph: Q00415 flag: Q00410 flag: Q00900 tot hardnes: Q00931 sar: Q00095 flag: Date entered: Bu value: Remarks: Remarks 1 Mm date: 7 29 Yydate: 1946 1 Sample time: Not Reported Not Reported Top s interval: Not Reported Not Reported Samp int agcode: Not Reported Not Reported Reliability rem: 99 09 Lab code: 01 B Q00955 flag: Not Reported 40 Q00910 flag: Not Reported 52 Q00920 flag: Not Reported 35 Q00929 flag: Not Reported 1224 Q00937 flag: Not Reported Not Reported Q01080 flag: Not Reported Not Reported Q00445 carb mgl: 0 738.31 Q00945 flag: Not Reported 796 Q00940 flag: Not Reported 1065 Q00951 flag: Not Reported 2.3 Q71850 flag: Not Reported .4 Q00403 flag: Not Reported Not Reported Q70300 tds: 3577 Not Reported Q00415 phen alk: 0 Not Reported Q00410 total alk: 605 273 Q00932 percent na: 90 32.18 Q71860 rsc: 6.63 Not Reported Q00095 spec cond: Not Reported Not Reported User name: dcoker Not Reported Group number: 1 Reported yield 50 gpm. Owners ollRemarks 2: well #1. Plugged PS well. 1311 ENE TX WELLS 1/8 - 1/4 Mile Higher Fid: 18762 Pws id: 0430027 Water sour: G0430027A Fips count: 085 Quadrangle: 3396-241 Latitude: 332054 Longitude: 963252 Location a: E Agency: TNRCC Location m: MAP-D1 Horizontal: 27 Spatial re: C Horizont 1: U Horizont 2: S Elevation: 0 Elevation : U Vertical d: 00 Location d: 04-MAY-93 Elevation1: 01-JAN-01 Elevatio 1: UNK Elevatio 2: U Latdd: 33.34833145 Longdd: 96.54777527 Gps certif: Not Reported Need bette: No Last chang: 23-JUN-11 Initials: GST Remarks: PLUGGED Site id: TXEQ40000018763 TXEQ40000018763 TC4526575.2s Page A-27 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Groundwater Info PWS Id: 0430027 Well depth: 1470 Depth agency: TWDB Depth source: T Aquifer: 212WDBN Aquifer id: 29 Aquifer name: Woodbine Aquifer method: W Aquifer type: 0 Drill date: 19470305 Last change: 01-NOV-02 Initials: JEM Remarks: Not Reported Pws id: 0430027 Water source: G0430027A Fips county code: 085 Quadrangle number: 3396-241 Latitude: 332054. Longitude: 963252. Location accuracy: E Agency: TNRCC Location method: MAP-D1 Horizontal datum: 27 Spatial reference code: C Horizontal accuracy: U Horizontal reference: S Elevation: 0 Elevation method: U Vertical datum: 00 Location date: 04-MAY-93 Elevation date: 01-JAN-01 Elevation agency: LINK Elevation accuracy: U Latdd: 33.34833145 Longdd: 96.54777527 Gps certification number: Not Reported Need better location: No Last change: 23-JUN-11 Initials: GST Remarks: PLUGGED Pws id: 0430027 Water source: G0430027A Date: 19770310 Depth from land surface: -131.7 Agency: LINK Measuring method: R Remarks: Not Reported Construction: Top depth: 0. Bottom depth: 1409. Depth positive: Not Reported Diameter: 0. Opening type: Not Reported Casing material: Not Reported Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 0. Bottom depth: 1409. Depth positive: Not Reported Diameter: 7. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1387. Bottom depth: 1409. Depth positive: Not Reported Diameter: 5.5 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 TC4526575.2s Page A-28 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: Depth positive: Opening type: Opening material Opening method: Initials: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 1409. Not Reported O S Not Reported JEM 0430027 1 5. SURFACE CLAY Not Reported 7 21-FEB-06 Not Reported 0430027 2 428. WHITE ROCK Not Reported 7 21-FEB-06 Not Reported 0430027 3 487. SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 4 642. SHALE, SAND Not Reported 7 21-FEB-06 Not Reported 0430027 5 890. SHALE, SOAPSTONE Not Reported 7 21-FEB-06 Not Reported 0430027 6 968. SHALE, HARDROCK Not Reported 7 21-FEB-06 Not Reported Bottom depth: Diameter: Casing material Opening length Packer material Last change: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: 1470. 5.5 Not Reported 61. Not Reported 01-NOV-02 G0430027A 0. 5. JEM G0430027A 5. 423. JEM G0430027A 428. 59. JEM G0430027A 487. 155. JEM G0430027A 642. 248. JEM G0430027A 890. 78. JEM TC4526575.2s Page A-29 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 0430027 7 985. SHALE, SOAPSTONE Not Reported 7 21-FEB-06 Not Reported 0430027 8 990. SAND Not Reported 7 21-FEB-06 Not Reported 0430027 9 994. HARD ROCK Not Reported 7 21-FEB-06 Not Reported 0430027 10 1022. SAND Not Reported 7 21-FEB-06 Not Reported 0430027 11 1085. SHALE, ROCK Not Reported 7 21-FEB-06 Not Reported 0430027 12 1131. SHALE Not Reported 7 21-FEB-06 Not Reported Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: G0430027A 968. 17. 9��LI G0430027A 985. 5. JEM G0430027A 990. 4. JEM G0430027A 994. 28. JEM G0430027A 1022. 63. 9��LI G0430027A 1085. 46. JEM TC4526575.2s Page A-30 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: 0430027 Water source: G0430027A Record number: 13 Top depth: 1131. Bottom depth: 1134. Thickness: 3. Geologic description: SAND ROCK Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported Pws id: 0430027 Water source: G0430027A Record number: 14 Top depth: 1134. Bottom depth: 1143. Thickness: 9. Geologic description: SAND Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported Pws id: 0430027 Water source: G0430027A Record number: 15 Top depth: 1143. Bottom depth: 1145. Thickness: 2. Geologic description: SAND ROCK Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported Pws id: 0430027 Water source: G0430027A Record number: 16 Top depth: 1145. Bottom depth: 1301. Thickness: 156. Geologic description: SHALE, SAND Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported Pws id: 0430027 Water source: G0430027A Record number: 17 Top depth: 1301. Bottom depth: 1327. Thickness: 26. Geologic description: SAND Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported Pws id: 0430027 Water source: G0430027A Record number: 18 Top depth: 1327. Bottom depth: 1357. Thickness: 30. Geologic description: SHALE, SAND Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported TC4526575.2s Page A-31 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 0430027 19 1377. SHALE, SOAPSTONE Not Reported 7 21-FEB-06 Not Reported 0430027 20 1409. SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 21 1415. SAND ROCK Not Reported 7 21-FEB-06 Not Reported 0430027 22 1419. SAND Not Reported 7 21-FEB-06 Not Reported 0430027 23 1425. SAND ROCK Not Reported 7 21-FEB-06 Not Reported 0430027 24 1469. SAND Not Reported 7 21-FEB-06 Not Reported Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: G0430027A 1357. 20. 9��LI G0430027A 1377. 32. JEM G0430027A 1409. 6. JEM G0430027A 1415. 4. JEM G0430027A 1419. 6. 9��LI G0430027A 1425. 44. JEM TC4526575.2s Page A-32 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data: Last change: Remarks: 0430027 25 1470. RED BED Not Reported 7 21-FEB-06 Not Reported Water source: Top depth: Thickness: Initials: G0430027A 1469. 1. JEM B12 NE FRDS PWS TX0430027 1/8 - 1/4 Mile Higher Epa region: 06 State: TX Pwsid: TX0430027 Pwsname: CITY OF ANNA City served: Not Reported State served: TX Zip served: Not Reported Fips county: 48085 Status: Active Pop srvd: 10262 Pwssvcconn: 3654 Source: Groundwater Pws type: CWS Owner: Local_Govt Contact: CRIST, MIKE Contactor gname: CRIST, MIKE Contact phone: 972-924-3325 Contact address1: PO BOX 776 Contact address2: Not Reported Contact city: ANNA Contact state: TX Contact zip: 75409-0776 Activity code: A Facid: 11734 Facname: PS 3 - CR 370 Facility type: Treatment_ plant Activity code: A Treatment obj: disinfection Treatment process: gaseous chlorination, pre Facid: 67923 Facname: PS 4 - 333 N POWELL PKWY Facility type: Treatment_ plant Activity code: A Treatment obj: disinfection Treatment process: gaseous chlorination, pre Facid: 8906 Facname: PS 1 - SHIRLEY / 5TH Facility type: Treatment plant Activity code: A Treatment obj: disinfection Treatment process: gaseous chlorination, pre Facid: 8989 Facname: PS 2 - HWY 5 Facility type: Treatment_ plant Activity code: A Treatment obj: disinfection Treatment process: gaseous chlorination, pre Location Information: Name: CITY OF ANNA Pwstypcd: CWS Primsrccd: SWP Popserved: 10262 Add1: PO BOX 776 Add2: Not Reported City: ANNA State: TX Zip: 75409-0776 Phone: 972-924-3325 Cityserv: Not Reported Cntyserv: Collin Stateserv: TX Zipserv: Not Reported TC4526575.2s Page A-33 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Enforcement Information: Violation id: 217 Orig cd: S Enf fy: 2013 Enf act date: 10/19/2012 Enf act detail: St Violation/Reminder Notice Enf act cat: Informal Enforcement Information: Violation id: 217 Orig cd: S Enf fy: 2013 Enf act date: 10/19/2012 Enf act detail: St Public Notif requested Enf act cat: Informal Enforcement Information: Violation id: 217 Orig cd: S Enf fy: 2013 Enf act date: 12/12/2012 Enf act detail: St Public Notif received Enf act cat: Informal Enforcement Information: Violation id: 215 Orig cd: S Enf fy: 2012 Enf act date: 10/06/2011 Enf act detail: St Violation/Reminder Notice Enf act cat: Informal Enforcement Information: Violation id: 215 Orig cd: S Enf fy: 2012 Enf act date: 10/06/2011 Enf act detail: St Public Notif requested Enf act cat: Informal Enforcement Information: Violation id: 215 Orig cd: S Enf fy: 2011 Enf act date: 11/01/2010 Enf act detail: St Compliance achieved Enf act cat: Resolving Enforcement Information: Violation id: 212 Orig cd: S Enf fy: 2008 Enf act date: 01/31/2008 Enf act detail: St Compliance achieved Enf act cat: Resolving Enforcement Information: Violation id: 208 Orig cd: S Enf fy: 2008 Enf act date: 06/25/2008 Enf act detail: St Violation/Reminder Notice Enf act cat: Informal Enforcement Information: Violation id: 208 Orig cd: S Enf fy: 2008 Enf act date: 06/25/2008 Enf act detail: St Public Notif requested Enf act cat: Informal Enforcement Information: Violation id: 208 Orig cd: S Enf fy: 2008 Enf act date: 01/31/2008 Enf act detail: St Compliance achieved Enf act cat: Resolving Violations Information: Violoation id: 217 Orig cd: S State: TX Viol fy: 2012 Contamcd: 3014 Contamnm: E. COLI Viol code: 34 Viol name: Monitoring, Source Water (GWR) Rule code: 140 Rule name: GWR Violmeasur: Not Reported Unitmeasur: Not Reported TC4526575.2s Page A-34 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS State mcl: Cmpedt: Violations Information: Violoation id: State: Contamcd: Contamnm: Viol code: Viol name: Rule code: Rule name: Violmeasur: State mcl: Cmpedt: Violations Information: Violoation id: State: Contamcd: Contamnm: Viol code: Viol name: Rule code: Rule name: Violmeasur: State mcl: Cmpedt: Violations Information: Violoation id: State: Contamcd: Contamnm: Viol code: Viol name: Rule code: Rule name: Violmeasur: State mcl: Cmpedt: PWS ID: Date Initiated: PWS Name: Addressee / Facility: Facility Latitude: City Served: Treatment Class Not Reported Cmpbdt: Not Reported 215 Orig cd: TX Viol fy: 3100 Coliform (TCR) 24 Monitoring, Routine Minor (TCR) 110 TCR Not Reported Unitmeasur: Not Reported Cmpbdt: 04/30/2010 212 Orig cd: TX Viol fy: 7500 Public Notice 75 PN Violation for NPDWR Violation 410 PN rule Not Reported Unitmeasur: Not Reported Cmpbdt: Not Reported 208 Orig cd: TX Viol fy: 3100 Coliform (TCR) 23 Monitoring, Routine Major (TCR) 110 TCR Not Reported Unitmeasur Not Reported Cmpbdt: 01/31/2008 TX0430027 Not Reported Date Deactivated: Not Reported ANNA CITY OF C/O RON FERGUSON - MAYOR P O BOX 776 ANNA, TX 75409 System Owner/Responsible Party ANTHONY GEER 06/01/2012 S 2010 Not Reported 04/01/2010 S 2008 Not Reported 09/24/2008 S 2008 Not Reported 01/01/2008 33 20 56 Facility Longitude: 096 32 53 Not Reported Treated Population: 1491 TC4526575.2s Page A-35 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS PWS currently has or had major violation(s) or enforcement: VIOLATIONS INFORMATION: Violation ID: Vio. beginning Date: Num required Samples Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: 9410148 12/01 /93 Not Reported Not Reported Not Reported MCL, Monthly (TCR) COLIFORM (TCR) Not Reported 9410149 12/01 /93 Not Reported Not Reported Not Reported Notification, Public COLIFORM (TCR) Not Reported ENFORCEMENT INFORMATION: YES Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Truedate: 03/31 /2009 Pwsid: Pwsname: CITY OF ANNA Retpopsrvd: 7100 Pwstypecod: Vioid: 208 Contaminant: Viol. Type: Monitoring, Routine Major (TCR) Complperbe: 1/1/2008 0:00:00 Complperen: 1/31/2008 0:00:00 Enfdate: Enf action: State Public Notif Requested Violmeasur: Not Reported Truedate: 03/31 /2009 Pwsid: Pwsname: CITY OF ANNA Retpopsrvd: 7100 Pwstypecod: Vioid: 208 Contaminant: Viol. Type: Monitoring, Routine Major (TCR) Complperbe: 1/1/2008 0:00:00 Complperen: 1/31/2008 0:00:00 Enfdate: Enf action: State Violation/Reminder Notice Violmeasur: Not Reported CONTACT INFORMATION: Name: CITY OF ANNA Population: Contact: FERGUSON, RONALD Phone: Address: PO BOX 776 Address 2: ANNA TX, 75 972-9 PWS Phone: Not Reported Vio. Period: 001 Months Not Reported Not Reported PWS Phone: Vio. Period: Not Reported Not Reported Not Reported 001 Months TX0430027 C COLIFORM (TCR) 6/25/2008 0:00:00 TX0430027 C COLIFORM (TCR) 6/25/2008 0:00:00 7100 Not Reported TC4526575.2s Page A-36 Map ID Direction Distance Elevation GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Database EDR ID Number C13 NNE TX WELLS 1/8 -1/4 Mile Higher Dateentere: 04-FEB-10 Ownname: AT&T Ownstreet: 105 W. 3rd St Owncity: Anna Ownstate: TX Ownzip: 75003 County: Collin Wellstreet: 105 W. 3rd St. Wellcity: Anna Wellzip: 75003 Own: 10 geo loops Lat dec: 33.349721 Long dec: -96.549444 Elev: 0 Brandmodel: Google Earth Gn: 18442 Gnl: 18 Gn75: 44 Gn25: 2 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 0 Uin: 0 Uir: 0 Ug: 1 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 21-DEC-09 Datecomp: 22-DEC-09 Dial: 5 Dialto: 100 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudrotar: 0 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Bco: 0 Bcs: 0 Bcg: 0 Bcgs: Not Reported Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: Not Reported Gpt: Not Reported Cemfroml : 0 Cemtol : 100 Nosacksl : 9 cement grout Cemfrom2: Not Reported Cemto2: Not Reported Nosacks2: Not Reported Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: pressure tremmie Cementby: eric trujillo Ds: Not Reported Dpl: Not Reported Dsv: Not Reported Appvar: Not Reported Scs: 0 Scsv: 0 Scp: 0 Sca: 0 Watlev: Not Reported Watlevdate: Not Reported Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 TXMON3000204191 TC4526575.2s Page A-37 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Tpjet: 0 Tpsubmersi: 0 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: Not Reported Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: Not Reported Welltestdr: Not Reported Welltesthr: Not Reported Watqualund: 0 Watqualu 1: 1 Watertype: Not Reported Stratdepth: Not Reported Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Earth Tech Drllicno: 56064 Compstreet: 145 Rose Lane Compcity: Frisco Compstate: TX Compzip: 75034 Drillernam: Tom Gasmann Traineenam: Eric Trujillo Tnum: 58331 Comments: 10 closed loop geothermal wells Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000204191 Latitude: 33.349721 Longitude: -96.549444 C14 NNE TX WELLS TXMON3000274996 1/8 - 1/4 Mile Higher Dateentere: 09-FEB-12 Ownname: AT&T Ownstreet: 308 S. Akard St., Ste. 1800 Owncity: Dallas Ownstate: TX Ownzip: 75202 County: Collin Wellstreet: 105 W. 3rd St. Wellcity: Anna Wellzip: 75409 Own: Not Reported Lat dec: 33.349721 Long dec: -96.549444 Elev: 712 Brandmodel: Garmin E-Trex Gn: 18442 Gnl: 18 Gn75: 44 Gn25: 2 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 0 Uin: 0 Uir: 0 Ug: 1 Uij: 0 Up: 0 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 0 Pbn: 0 Datestart: 09-JAN-12 Datecomp: 09-JAN-12 Dial: 4.75 Dialto: 100 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 1 Dmmudrotar: 0 Dmbored: 0 TC4526575.2s Page A-38 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Bco: 0 Bcs: 0 Bcg: 0 Bcgs: Not Reported Bcu: 0 Bcoc: 1 Bcot: Grouted Gpf: Not Reported Gpt: Not Reported Cemfrom 1: 100 Cemto 1: 0 Nosacks1: 10, 501b bags Cemfrom2: Not Reported Cemto2: Not Reported Nosacks2: Not Reported Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: Poured Supper Grout Cementby: Air Mecanix Ds: Not Reported Dpl: Not Reported Dsv: Not Reported Appvar: Not Reported Scs: 0 Scsv: 0 Scp: 0 Sca: 1 Watlev: Not Reported Watlevdate: Not Reported Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 Tpjet: 0 Tpsubmersi: 0 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: Not Reported Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: Not Reported Welltestdr: Not Reported Welltesthr: Not Reported Watqualund: 0 Watqualu 1: 1 Watertype: Not Reported Stratdepth: Not Reported Chemanaly: 0 Chemanaln: 1 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: Johnson Drilling, Inc. Drllicno: 3179 Compstreet: PO Box 448 Compcity: Blue Ridge Compstate: TX Compzip: 75424 Drillernam: Mike Johnson Traineenam: Adam DeLaTorre Tnum: 57813 Comments: Not Reported Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000274996 Latitude: 33.349721 Longitude: -96.549444 B15 NE TX WELLS TXBR10000030375 1/8 - 1/4 Mile Higher Fid: 30374 Well id: 33674 Source wel: TCEQ SC Q Paper/Digital Geophysical Logs State name: Texas County nam: COLLIN Depth tota: 1557 Depth well: 1557 Elevbot we: -99999 Elevbot ho: -807 Drill date: 03/21/1976 Kelly bush: 8 TC4526575.2s Page A-39 Owner: Well type: Latdd: Longdd: Horizontal: Loc date: Grid 25min: Elevation: Vertical d: Elev agenc: Remarks: Initials: Address: City: Site direc: Site id: B16 NE 1/8 - 1/4 Mile Higher Fid: County nam: Gma: Previous w: Lat dec: Long dec: Coordsourc: Owner 1: Driller 1: Aquifer co: Elev of Is: Date drill: Well depth: Welluse: Site id: Casing Info: C s o indicator: Top depth: Casing Info: C s o indicator: Top depth: Casing Info: C s o indicator: Top depth: Casing Info: C s o indicator: Top depth: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS City of Anna Withdrawal of Water 33.34889 -96.54778 83 Loc method: 31-AUG-11 Agency: 18-44-2 713 29 Elev metho: TWDB Elev date: Not Reported LNC Not Reported Not Reported Not Reported TXBR10000030375 22969 State well: Collin Basin name 8 Rwpa: Not Reported 33.348888 -96.547777 Global Positioning System - GPS City of Anna Owner 2: J.L. Myers Company Driller 2: 212WDBN Aquifer id: 712 Elev meth: 04091976 Welltype: 1557 Depthsourc: Public Supply TXWDB5000022970 UNKNOWN TWDB D 19-SEP-12 TX WELLS TXWDB5000022970 1844202 Trinity River C Well #2 Not Reported Woodbine Digital Elevation Model -DEM Withdrawal of Water Driller's Log Group number: 1 C Diameter csg scn: 16 0 Bottom depth: 20 Group number: 2 C Diameter csg scn: 10 0 Bottom depth: 1300 Group number: 3 C Diameter csg scn: 6 1098 Bottom depth: 1300 Group number: 4 S Diameter csg scn: 6 1300 Bottom depth: 1328 TC4526575.2s Page A-40 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Casing Info: Group number: 5 C s o indicator: C Diameter csg scn: 6 Top depth: 1328 Bottom depth: 1335 Casing Info: Group number: 6 C s o indicator: S Diameter csg scn: 6 Top depth: 1335 Bottom depth: 1356 Casing Info: Group number: 7 C s o indicator: C Diameter csg scn: 6 Top depth: 1356 Bottom depth: 1360 Casing Info: Group number: 8 C s o indicator: S Diameter csg scn: 6 Top depth: 1360 Bottom depth: 1365 Casing Info: Group number: 9 C s o indicator: C Diameter csg scn: 6 Top depth: 1365 Bottom depth: 1430 Casing Info: Group number: 10 C s o indicator: S Diameter csg scn: 6 Top depth: 1430 Bottom depth: 1456 Casing Info: Group number: 11 C s o indicator: C Diameter csg scn: 6 Top depth: 1456 Bottom depth: 1496 Casing Info: Group number: 12 C s o indicator: S Diameter csg scn: 6 Top depth: 1496 Bottom depth: 1506 Casing Info: Group number: 13 C s o indicator: C Diameter csg scn: 6 Top depth: 1506 Bottom depth: 1512 Casing Info: Group number: 14 C s o indicator: S Diameter csg scn: 6 Top depth: 1512 Bottom depth: 1526 Casing Info: Group number: 15 C s o indicator: C Diameter csg scn: 6 Top depth: 1526 Bottom depth: 1557 Infrequent Const: Date: 4/8/1976 Sample number: 1 Storet code: 01045 Flag: Not Reported Const val: 200. Plus minus: Not Reported Infrequent Const: Date: 6/20/1983 Sample number: 1 Storet code: 70300 Flag: Not Reported Const val: 694. Plus minus: Not Reported TC4526575.2s Page A-41 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 10/20/1976 Sample number: 1 Storet code: 01045 Flag: Not Reported Const val: 180. Plus minus: Not Reported Water Level Info: Pn well visit mark: P Depth from Isd: -485 Mm date: 2 Dd date: 10 Yy date: 1977 Measurement number: 01 Measuring agency: 01 Method of meas: 3 Remark: Not Reported Date entered: Not Reported User name: Not Reported Water Level Info: Pn well visit mark: P Depth from Isd: -499 Mm date: 4 Dd date: 9 Yy date: 1976 Measurement number: 01 Measuring agency: 07 Method of meas: 3 Remark: Not Reported Date entered: Not Reported User name: Not Reported Water Level Info: Pn well visit mark: P Depth from Isd: -567 Mm date: 10 Dd date: 27 Yy date: 1976 Measurement number: 01 Measuring agency: 01 Method of meas: 3 Remark: Not Reported Date entered: 01-FEB-11 User name: drjones Water Quality Info: Mm date: 4 Dd date: 8 Yydate: 1976 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 99 Collecting agency: 08 Lab code: 06 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: Not Reported Q00910 flag: Not Reported Q00910 calcium mgl: 1.6 Q00920 flag: Not Reported Q00920 magnes mgl: .5 Q00929 flag: Not Reported Q00929 sodium mgl: 243.9 Q00937 flag: Not Reported Q00937 potass mgl: Not Reported Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 21.36 Q00440 bicarb mgl: 391.49 Q00945 flag: Not Reported Q00945 sulfate mgl: 121 Q00940 flag: Not Reported Q00940 chloride mg: 38.4 Q00951 flag: Not Reported Q00951 fluoride mg: 1.3 Q71850 flag: Not Reported Q71850 nitrate mgl: 0 Q00403 flag: Not Reported Q00403 ph: 8.3 Q70300 tds: 620 Q00415 flag: Not Reported Q00415 phen alk: 17.8 Q00410 flag: Not Reported Q00410 total alk: 356.4 Q00900 tot hardnes: 6 Q00932 percent na: 98 Q00931 sar: 35.18 Q71860 rsc: 7.01 Q00095 flag: Not Reported Q00095 spec cond: 975 Date entered: Not Reported User name: dcoker Bu value: Not Reported TC4526575.2s Page A-42 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Water Quality Info: Mm date: 6 Dd date: 20 Yydate: 1983 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: pumped recently- from tank Reliability rem: 02 Collecting agency: 01 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: 11 Q00910 flag: Not Reported Q00910 calcium mgl: 1.6 Q00920 flag: Not Reported Q00920 magnes mgl: .5 Q00929 flag: Not Reported Q00929 sodium mgl: 262 Q00937 flag: Not Reported Q00937 potass mgl: Not Reported Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 10.8 Q00440 bicarb mgl: 402.71 Q00945 flag: Not Reported Q00945 sulfate mgl: 123 Q00940 flag: Not Reported Q00940 chloride mg: 70 Q00951 flag: Not Reported Q00951 fluoride mg: 1.3 Q71850 flag: Not Reported Q71850 nitrate mgl: 2.61 Q00403 flag: Not Reported Q00403 ph: 8.6 Q70300 tds: 680 Q00415 flag: Not Reported Q00415 phen alk: 9 Q00410 flag: Not Reported Q00410 total alk: 348 Q00900 tot hardnes: 6 Q00932 percent na: 98 Q00931 sar: 46.34 Q71860 rsc: 6.84 Q00095 flag: Not Reported Q00095 spec cond: 1210 Date entered: Not Reported User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 10 Dd date: 20 Yydate: 1976 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 99 Collecting agency: 09 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: Not Reported Q00910 flag: Not Reported Q00910 calcium mgl: 3 Q00920 flag: < Q00920 magnes mgl: 1 Q00929 flag: Not Reported Q00929 sodium mgl: 255 Q00937 flag: Not Reported Q00937 potass mgl: Not Reported Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 9.6 Q00440 bicarb mgl: 407.6 Q00945 flag: Not Reported Q00945 sulfate mgl: 119 Q00940 flag: Not Reported Q00940 chloride mg: 66 Q00951 flag: Not Reported Q00951 fluoride mg: 1.3 Q71850 flag: < Q71850 nitrate mgl: .4 Q00403 flag: Not Reported Q00403 ph: 8.6 Q70300 tds: 655 Q00415 flag: Not Reported Q00415 phen alk: 8 Q00410 flag: Not Reported Q00410 total alk: 350 Q00900 tot hardnes: 11 Q00932 percent na: 97 Q00931 sar: 32.57 Q71860 rsc: 6.77 Q00095 flag: Not Reported Q00095 spec cond: 1188 Date entered: Not Reported User name: dcoker Bu value: Not Reported TC4526575.2s Page A-43 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Remarks: Group number: 1 Remarks 1: Owners well #2. PWS ID #043002FRBmarks 2: Measured yield 150 GPM with 138 Remarks: Group number: 2 Remarks 1: feet drawdown after pumping 24 Remarks 2: hours in 1976. Pumping level 637 Remarks: Group number: 3 Remarks 1: feet. Recover test three hours. Remarks 2: Pump set at 750 feet. Cemented Remarks: Group number: 4 Remarks 1: from 0 to 1300 feet. UnderreamedRemarks 2: and gravel packed from 1300 to 1557 Remarks: Group number: 5 Remarks 1: feet. Aquifer test data in TWDB Remarks 2: files. B17 NE TX WELLS TXEQ40000002751 1/8 - 1/4 Mile Higher Fid: 2750 Pws id: 0430027 Water sour: G0430027B Rips count: 085 Quadrangle: 3396-241 Latitude: 332056.125 Longitude: 963251.8125 Location a: Not Reported Agency: TCEQ Location m: GPS-S Horizontal: 83 Spatial re: T Horizont 1: I Horizont 2: S Elevation: 713 Elevation : D Vertical d: 29 Location d: 30-NOV-05 Elevationl: 24-APR-08 Elevatio 1: TCEQ Elevatio 2: G Latdd: 33.348920027 Longdd: 96.547726151 Gps certif: 05082601 Need bette: No Last chang: 09-FEB-06 Initials: JEM Remarks: Not Reported Site id: TXEQ40000002751 Groundwater Info PWS Id: 0430027 Well depth: 1557 Depth agency: DRILL Depth source: D Aquifer: 212WDBN Aquifer id: 29 Aquifer name: Woodbine Aquifer method: S Aquifer type: 2 Drill date: 19760409 Last change: 01-NOV-02 Initials: JEM Remarks: Not Reported Pws id: 0430027 Water source: G0430027B Fips county code: 085 Quadrangle number: 3396-241 Latitude: 332056.125 Longitude: 963251.8125 Location accuracy: Not Reported Agency: TCEQ Location method: GPS-S Horizontal datum: 83 Spatial reference code: T Horizontal accuracy: I Horizontal reference: S Elevation: 713 Elevation method: D Vertical datum: 29 Location date: 30-NOV-05 Elevation date: 24-APR-08 TC4526575.2s Page A-44 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation agency: TCEQ Elevation accuracy: G Latdd: 33.348920027 Longdd: 96.547726151 Gps certification number: 05082601 Need better location: No Last change: 09-FEB-06 Initials: JEM Remarks: Not Reported Pws id: 0430027 Water source: G0430027B Date: 19760406 Depth from land surface: -499.0 Agency: UNK Measuring method: R Remarks: Not Reported Pws id: 0430027 Water source: G0430027B Date: 19770210 Depth from land surface: -485.0 Agency: LINK Measuring method: R Remarks: Not Reported Construction: Top depth: 0. Bottom depth: 20. Depth positive: Not Reported Diameter: 0. Opening type: Not Reported Casing material: Not Reported Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 0. Bottom depth: 1301. Depth positive: Not Reported Diameter: 0. Opening type: Not Reported Casing material: Not Reported Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 0. Bottom depth: 20. Depth positive: Not Reported Diameter: 16. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 0. Bottom depth: 1300. Depth positive: Not Reported Diameter: 10. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1098. Bottom depth: 1300. Depth positive: Not Reported Diameter: 6. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 TC4526575.2s Page A-45 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: 1300. Bottom depth: 1328. Depth positive: Not Reported Diameter: 6. Opening type: R Casing material: Not Reported Opening material: R Opening length: 28. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1328. Bottom depth: 1335. Depth positive: Not Reported Diameter: 6. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1335. Bottom depth: 1356. Depth positive: Not Reported Diameter: 6. Opening type: R Casing material: Not Reported Opening material: R Opening length: 21. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1356. Bottom depth: 1360. Depth positive: Not Reported Diameter: 6. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1360. Bottom depth: 1365. Depth positive: Not Reported Diameter: 6. Opening type: R Casing material: Not Reported Opening material: R Opening length: 5. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1365. Bottom depth: 1430. Depth positive: Not Reported Diameter: 6. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1430. Bottom depth: 1456. Depth positive: Not Reported Diameter: 6. Opening type: R Casing material: Not Reported Opening material: R Opening length: 26. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 TC4526575.2s Page A-46 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: 1456. Bottom depth: 1496. Depth positive: Not Reported Diameter: 6. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1496. Bottom depth: 1506. Depth positive: Not Reported Diameter: 6. Opening type: R Casing material: Not Reported Opening material: R Opening length: 10. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1506. Bottom depth: 1512. Depth positive: Not Reported Diameter: 6. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1512. Bottom depth: 1526. Depth positive: Not Reported Diameter: 6. Opening type: R Casing material: Not Reported Opening material: R Opening length: 14. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1526. Bottom depth: 1557. Depth positive: Not Reported Diameter: 6. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1095. Bottom depth: 1557. Depth positive: Not Reported Diameter: 0. Opening type: Not Reported Casing material: Not Reported Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Pws id: 0430027 Water source: G0430027B Record number: 1 Top depth: 0. Bottom depth: 2. Thickness: 2. Geologic description: SURFACE SOIL Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported TC4526575.2s Page A-47 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 0430027 2 422. AUSTIN CHALK ROCK Not Reported 7 21-FEB-06 Not Reported 0430027 3 987. EAGLE FORD SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 4 1006. SAND Not Reported 7 21-FEB-06 Not Reported 0430027 5 1103. SHALE, SAND Not Reported 7 21-FEB-06 Not Reported 0430027 6 1110. SAND Not Reported 7 21-FEB-06 Not Reported 0430027 7 1122. SHALE Not Reported 7 21-FEB-06 Not Reported Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: G0430027B 2. 420. 9��LI G0430027B 422. 565. JEM G0430027B 987. 19. JEM G0430027B 1006. 97. JEM G0430027B 1103. 7. 9��LI G0430027B 1110. 12. JEM TC4526575.2s Page A-48 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 0430027 8 1237. SANDY SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 9 1282. SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 10 1366. SAND W/SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 11 1410. SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 12 1456. SAND W/SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 13 1492. SHALE Not Reported 7 21-FEB-06 Not Reported Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: G0430027B 1122. 115. 9��LI G0430027B 1237. 45. JEM G0430027B 1282. 84. JEM G0430027B 1366. 44. JEM G0430027B 1410. 46. 9��LI G0430027B 1456. 36. JEM TC4526575.2s Page A-49 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: 0430027 Water source: G0430027B Record number: 14 Top depth: 1492. Bottom depth: 1540. Thickness: 48. Geologic description: SAND W/ SHALE Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported Pws id: 0430027 Water source: G0430027B Record number: 15 Top depth: 1540. Bottom depth: 1557. Thickness: 17. Geologic description: SHALE Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported D18 SSW TX WELLS TXPLU3000085599 1/8 - 1/4 Mile Lower Plugtrackn: 86962 Dateentere: 16-APR-13 Ownname: Texas Dept. of Transportation Ownstreet: 2501 SW Loop 820 Owncity: Fort Worth Ownstate: TX Ownzip: 76133 Wellstreet: NW Corner of Intersection Hwy 5 and Fm 455 Wellcity: Anna Wellzip: 75409 County: Collin Latitude: 332040 Lat dec: 33.344444 Longitude: 963305 Long dec: -96.551388 Brmod: Garmin E-Trex Gn: 18442 Gn1: 18 Gn75: 44 Gn25: 2 Ownwellno: n/a Typewater: 1 Typemon: 0 Typeinj: 0 Typedw: 0 Histdrille: n/a Histdrllic: Not Reported Histdatedr: Not Reported Histtracki: Not Reported Histdiamin: 36 Histdepth: 17 Plugdate: 15-APR-13 Plugmethco: Was able to clean out debris. Pumped out all water and filled and pluged from top to bottom. Plugopname: Mark Johnson Plugoplic: 3178 Plugmeth1: 0 Plugmeth2: 0 Plugmeth3: 0 Plugmeth4: 1 Plugmethot: 0 Plugvar: 075-13 Cdiam1: Not Reported Cfrom1: Not Reported Cto1: Not Reported Cdiam2: Not Reported Cfrom2: Not Reported Cto2: Not Reported TC4526575.2s Page A-50 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Cdiam3: Not Reported Cfrom3: Not Reported Cto3: Not Reported Cbfrom1: Not Reported Cbto1: Not Reported Cbsacks1: Not Reported Cbfrom2: Not Reported Cbto2: Not Reported Cbsacks2: Not Reported Cbfrom3: Not Reported Cbto3: Not Reported Cbsacks3: Not Reported Cbfrom4: Not Reported Cbto4: Not Reported Cbsacks4: Not Reported Cbfrom5: Not Reported Cbto5: Not Reported Cbsacks5: Not Reported Compname: Johnson Drilling, Inc. Compstreet: P.O. Box 448 Compcity: Blue Ridge Compstate: TX Compzip: 75424 Nameassig: Mark Johnson Traineenam: Not Reported Tnum: Not Reported Deleted: 0 Site id: TXPLU3000085599 D19 SSW TX WELLS 1/8 - 1/4 Mile Lower Plugtrackn: 6178 Dateentere: 01-MAY-02 Ownname: BILL SWITZER Ownstreet: 600 S. HWY 5 Owncity: ANNA Ownstate: TX Ownzip: 75409 Wellstreet: SAME Wellcity: Not Reported Wellzip: Not Reported County: Collin Latitude: 332039 Lat dec: 33.344166 Longitude: 963304 Long dec: -96.551111 Brmod: Not Reported Gn: 18442 Gn1: 18 Gn75: 44 Gn25: 2 Ownwellno: MW 1,3 Typewater: 0 Typemon: 1 Typeinj: 0 Typedw: 0 Histdrille: EDDIE KENEBREW Histdrllic: 3022 Histdatedr: 11-JAN-00 Histtracki: Not Reported Histdiamin: 8.25 Histdepth: 20 Plugdate: 02-APR-02 Plugmethco: ENTERED BY WLS Plugopname: KEITH BARGE Plugoplic: 4786 Plugmeth1: 0 Plugmeth2: 0 Plugmeth3: 1 Plugmeth4: 0 Plugmethot: 0 Plugvar: Not Reported Cdiam1: 2 Cfrom1: 0 Cto1: 0 Cdiam2: Not Reported Cfrom2: Not Reported Cto2: Not Reported Cdiam3: Not Reported Cfrom3: Not Reported Cto3: Not Reported Cbfrom1: 20 Cbto1: 1 Cbsacks1: 1.25 Cbfrom2: Not Reported Cbto2: Not Reported Cbsacks2: Not Reported Cbfrom3: Not Reported Cbto3: Not Reported Cbsacks3: Not Reported Cbfrom4: Not Reported Cbto4: Not Reported Cbsacks4: Not Reported Cbfrom5: Not Reported Cbto5: Not Reported Cbsacks5: Not Reported Compname: UNIVERSAL ENGINEERING SCIEX OPStreet: 3532 MAGGIE BLVD TXPLU3000006029 TC4526575.2s Page A-51 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Compcity: ORLANDO Compstate: FL Compzip: 32811 Nameassig: KEITH BARGE Traineenam: Not Reported Tnum: Not Reported Deleted: 0 Site id: TXPLU3000006029 D20 SSW TX WELLS 1/8 - 1/4 Mile Lower Plugtrackn: 6179 Dateentere: 01-MAY-02 Ownname: BILL SWITZER Ownstreet: 600 S. HWY 5 Owncity: ANNA Ownstate: TX Ownzip: 75409 Wellstreet: SAME Wellcity: Not Reported Wellzip: Not Reported County: Collin Latitude: 332039 Lat dec: 33.344166 Longitude: 963304 Long dec: -96.551111 Brmod: Not Reported Gn: 18442 Gn1: 18 Gn75: 44 Gn25: 2 Ownwellno: MW 2 Typewater: 0 Typemon: 1 Typeinj: 0 Typedw: 0 Histdrille: DALE KOHOUT Histdrllic: 54290 Histdatedr: 05-MAY-99 Histtracki: Not Reported Histdiamin: 6.25 Histdepth: 40 Plugdate: 02-APR-02 Plugmethco: ENTERED BY WLS Plugopname: KEITH BARGE Plugoplic: 4786 Plugmeth1: 0 Plugmeth2: 0 Plugmeth3: 1 Plugmeth4: 0 Plugmethot: 0 Plugvar: Not Reported Cdiam1: 2 Cfrom1: 0 Cto1: 0 Cdiam2: Not Reported Cfrom2: Not Reported Cto2: Not Reported Cdiam3: Not Reported Cfrom3: Not Reported Cto3: Not Reported Cbfrom1: 40 Cbto1: 1 Cbsacks1: 2.5 Cbfrom2: Not Reported Cbto2: Not Reported Cbsacks2: Not Reported Cbfrom3: Not Reported Cbto3: Not Reported Cbsacks3: Not Reported Cbfrom4: Not Reported Cbto4: Not Reported Cbsacks4: Not Reported Cbfrom5: Not Reported Cbto5: Not Reported Cbsacks5: Not Reported Compname: UNIVERSAL ENGINEERING SCIEItsOPStreet: 3532 MAGGIE BLVD Compcity: ORLANDO Compstate: FL Compzip: 32811 Nameassig: KEITH BARGE Traineenam: Not Reported Tnum: Not Reported Deleted: 0 Site id: TXPLU3000006030 TXPLU3000006030 TC4526575.2s Page A-52 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 21 ENE TX WELLS TXBR10000013370 1/4 - 1/2 Mile Higher Fid: 13369 Well id: 14575 Source wel: INTERA GMA8 PWS Well Documents State name: Texas County nam: COLLIN Depth tota: -99999 Depth well: 2500 Elevbot we: -1789 Elevbot ho: -99999 Drill date: 08/04/2006 Kelly bush: 0 Owner: CITY OF ANNA Well type: Withdrawal of Water Latdd: 33.3482 Longdd: -96.54535 Horizontal: 83 Loc method: GIS-M1 Loc date: 20-AUG-07 Agency: COMM Grid 25min: 18-44-2 Elevation: 711 Vertical d: 29 Elev metho: D Elev agenc: TWDB Elev date: 10-APR-12 Remarks: Not Reported Initials: JEM Address: Not Reported City: Not Reported Site direc: Not Reported Site id: TXBR10000013370 E22 East TX WELLS TXWDB5000022975 1/4 - 1/2 Mile Higher Fid: 22974 State well: 1844207 County nam: Collin Basin name: Trinity River Gma: 8 Rwpa: C Previous w: Not Reported Lat dec: 33.347221 Long dec: -96.544444 Coordsourc: Global Positioning System - GPS Owner 1: City of Anna Owner 2: Well #6 Driller 1: Biffle Water Driller 2: Well Serv. Aquifer co: 218PLXY Aquifer id: Trinity Elev of Is: 708 Elev meth: Digital Elevation Model -DEM Date drill: 08132006 Welltype: Withdrawal of Water Well depth: 2500 Depthsourc: Driller's Log Welluse: Public Supply Site id: TXWDB5000022975 TC4526575.2s Page A-53 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Casing Info: Group number: 1 C s o indicator: C Diameter csg scn: 11 Top depth: 0 Bottom depth: 2144 Casing Info: Group number: 2 C s o indicator: C Diameter csg scn: 7 Top depth: 2044 Bottom depth: 2144 Casing Info: Group number: 3 C s o indicator: S Diameter csg scn: 7 Top depth: 2144 Bottom depth: 2212 Casing Info: Group number: 4 C s o indicator: C Diameter csg scn: 7 Top depth: 2212 Bottom depth: 2228 Casing Info: Group number: 5 C s o indicator: S Diameter csg scn: 7 Top depth: 2228 Bottom depth: 2246 Casing Info: Group number: 6 C s o indicator: C Diameter csg scn: 7 Top depth: 2246 Bottom depth: 2252 Casing Info: Group number: 7 C s o indicator: S Diameter csg scn: 7 Top depth: 2252 Bottom depth: 2336 Casing Info: Group number: 8 C s o indicator: C Diameter csg scn: 7 Top depth: 2336 Bottom depth: 2344 Casing Info: Group number: 9 C s o indicator: S Diameter csg scn: 7 Top depth: 2344 Bottom depth: 2374 Casing Info: Group number: 10 C s o indicator: C Diameter csg scn: 7 Top depth: 2374 Bottom depth: 2382 Casing Info: Group number: 11 C s o indicator: S Diameter csg scn: 7 Top depth: 2382 Bottom depth: 2410 Casing Info: Group number: 12 C s o indicator: C Diameter csg scn: 7 Top depth: 2410 Bottom depth: 2415 Casing Info: Group number: 13 C s o indicator: S Diameter csg scn: 7 Top depth: 2415 Bottom depth: 2490 Casing Info: Group number: 14 C s o indicator: C Diameter csg scn: 7 Top depth: 2490 Bottom depth: 2500 TC4526575.2s Page A-54 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Remarks: Group number: 1 Remarks 1: Owners well #6. PWS ID #043002REmarks 2: Pump set at 1194 feet. Cemented Remarks: Group number: 2 Remarks 1: from 0 to 2144 feet. Drillers Remarks 2: report tracking #95109. E23 East TX WELLS TXEQ40000002755 1/4 - 1/2 Mile Higher Fid: 2754 Pws id: 0430027 Water sour: G0430027F Fips count: 085 Quadrangle: 3396-241 Latitude: 332050.2 Longitude: 963239.78 Location a: G Agency: TCEQ Location m: GIS-M3 Horizontal: 83 Spatial re: C Horizont 1: I Horizont 2: S Elevation: 710 Elevation : D Vertical d: 29 Location d: 17-DEC-13 Elevationl: 24-APR-08 Elevatio 1: TCEQ Elevatio 2: Not Reported Latdd: 33.3472777778 Longdd: 96.5443833333 Gps certif: Not Reported Need bette: No Last chang: 17-DEC-13 Initials: GST Remarks: Not Reported Site id: TXEQ40000002755 Groundwater Info PWS Id: 0430027 Well depth: 2500 Depth agency: DRILL Depth source: D Aquifer: 218PLXY Aquifer id: 39 Aquifer name: PALUXY Aquifer method: S Aquifer type: 2 Drill date: 20060804 Last change: 20-AUG-07 Initials: JEM Remarks: Not Reported Pws id: 0430027 Water source: G0430027F Fips county code: 085 Quadrangle number: 3396-241 Latitude: 332050.2 Longitude: 963239.78 Location accuracy: G Agency: TCEQ Location method: GIS-M3 Horizontal datum: 83 Spatial reference code: C Horizontal accuracy: I Horizontal reference: S Elevation: 710 Elevation method: D Vertical datum: 29 Location date: 17-DEC-13 Elevation date: 24-APR-08 Elevation agency: TCEQ Elevation accuracy: Not Reported Latdd: 33.3472777777778 Longdd: 96.5443833333333 Gps certification number: Not Reported Need better location: No Last change: 17-DEC-13 Initials: GST Remarks: Not Reported TC4526575.2s Page A-55 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: 0. Bottom depth: 2144. Depth positive: Not Reported Diameter: 16. Opening type: Not Reported Casing material: Not Reported Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 3. Bottom depth: 2144. Depth positive: + Diameter: 10.75 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2044. Bottom depth: 2144. Depth positive: Not Reported Diameter: 6.625 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2144. Bottom depth: 2212. Depth positive: Not Reported Diameter: 6.625 Opening type: O Casing material: Not Reported Opening material: R Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2212. Bottom depth: 2228. Depth positive: Not Reported Diameter: 6.625 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2228. Bottom depth: 2246. Depth positive: Not Reported Diameter: 6.625 Opening type: O Casing material: Not Reported Opening material: R Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2246. Bottom depth: 2252. Depth positive: Not Reported Diameter: 6.625 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 TC4526575.2s Page A-56 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: 2252. Bottom depth: 2336. Depth positive: Not Reported Diameter: 6.625 Opening type: O Casing material: Not Reported Opening material: R Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2336. Bottom depth: 2344. Depth positive: Not Reported Diameter: 6.625 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2344. Bottom depth: 2374. Depth positive: Not Reported Diameter: 6.625 Opening type: O Casing material: Not Reported Opening material: R Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2374. Bottom depth: 2382. Depth positive: Not Reported Diameter: 6.625 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2382. Bottom depth: 2410. Depth positive: Not Reported Diameter: 6.625 Opening type: O Casing material: Not Reported Opening material: R Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2410. Bottom depth: 2415. Depth positive: Not Reported Diameter: 6.625 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 Construction: Top depth: 2415. Bottom depth: 2490. Depth positive: Not Reported Diameter: 6.625 Opening type: O Casing material: Not Reported Opening material: R Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 20-AUG-07 TC4526575.2s Page A-57 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: Depth positive: Opening type: Opening material Opening method: Initials: Construction: Top depth: Depth positive: Opening type: Opening material Opening method: Initials: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 2490. Bottom depth: Not Reported Diameter: Not Reported Casing material: Not Reported Opening length: Not Reported Packer material: JEM Last change: 2144. Not Reported Not Reported Not Reported Not Reported JEM 0430027 1 6. TOPSOIL Not Reported 7 20-AUG-07 Not Reported 0430027 2 1000. SHALE W/ LIME Not Reported 7 20-AUG-07 Not Reported 0430027 3 1500. SHALE, SAND Not Reported 7 20-AUG-07 Not Reported 0430027 4 2144. LIME W/ SHALE Not Reported 7 20-AUG-07 Not Reported 0430027 5 2490. SAND W/ SHALE Not Reported 7 20-AUG-07 Not Reported Bottom depth: Diameter: Casing material: Opening length: Packer material: Last change: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: 2500. 6.625 S Not Reported Not Reported 20-AUG-07 2500. 16. Not Reported Not Reported Not Reported 20-AUG-07 G0430027F 0. 6. JEM G0430027F 6. 994. JEM G0430027F 1000. 500. JEM G0430027F 1500. 644. JEM G0430027F 2144. 346. JEM TC4526575.2s Page A-58 Map ID Direction Distance Elevation GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Database EDR ID Number E24 East TX WELLS 1/4 - 1/2 Mile Higher Dateentere: 12-OCT-06 Ownname: ANNA WSC Ownstreet: 101 N POWELL PKWY Owncity: ANNA Ownstate: TX Ownzip: 75409 County: Collin Wellstreet: FM455/EHWY 75/SMITH RD Wellcity: ANNA Wellzip: Not Reported Own: WELL#5 Lat dec: 33.347221 Long dec: -96.544166 Elev: 0 Brandmodel: Not Reported Gn: 18442 Gnl: 18 Gn75: 44 Gn25: 2 Twn: 1 Twd: 0 Twr: 0 Twrp: 0 Twrg: 0 Um: 0 Ue: 0 Ud: 0 Uin: 0 Uir: 0 Ug: 0 Uij: 0 Up: 1 Udw: 0 Ut: 0 Us: 0 Uf: 0 Pby: 1 Pbn: 0 Datestart: 31-MAR-06 Datecomp: 13-AUG-06 Dial: 16 Dial to: 2525 Dia2: Not Reported Dia2from: Not Reported Dia2to: Not Reported Dia3: Not Reported Dia3from: Not Reported Dia3to: Not Reported Dmdriven: 0 Dmairrotar: 0 Dmmudrotar: 1 Dmbored: 0 Dmairham: 0 Dmcabletoo: 0 Dmjetted: 0 Dmhollowst: 0 Dmrevcirc: 0 Dmotherck: 0 Dmother: Not Reported Bco: 0 Bcs: 0 Bcg: 1 Bcgs: 16/30 Bcu: 0 Bcoc: 0 Bcot: Not Reported Gpf: 2044 Gpt: 2500 Cemfroml : 0 Cemtol : 2144 Nosacksl: 800SKS Cemfrom2: Not Reported Cemto2: Not Reported Nosacks2: Not Reported Cemfrom3: Not Reported Cemto3: Not Reported Nosacks3: Not Reported Cementmeth: PRESSURE Cementby: JETSTAR Ds: Not Reported Dpl: Not Reported Dsv: ENGINEER Appvar: Not Reported SCS: 1 SCSv: 0 Scp: 0 Sca: 0 Watlev: Not Reported Watlevdate: Not Reported Artflow: Not Reported Wellplug48: 0 Tpturbine: 0 TXMON3000093683 TC4526575.2s Page A-59 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Tpjet: 0 Tpsubmersi: 1 Tpcylinder: 0 Tpotherck: 0 Tpother: Not Reported Pumpbowlde: 1194 Wtpump: 0 Wtbailer: 0 Wtjetted: 0 Wtestimate: 0 Welltestyi: Not Reported Welltestdr: Not Reported Welltesthr: Not Reported Watqualund: 0 Watqualu 1: 1 Watertype: TRINITY Stratdepth: 346 Chemanaly: 1 Chemanaln: 0 Undnatural: 0 Untype: Not Reported Undhydro: 0 Undhaz: 0 Undotherck: 0 Undother: Not Reported Undcertify: 0 Compname: BIFFLE WATER WELL SERVICE Drllicno: 2741 Compstreet: PO BOX 1299 Compcity: GAINESVILLE Compstate: TX Compzip: 76241 Drillernam: D.BIFFLE Traineenam: Not Reported Tnum: Not Reported Comments: TWDB SW #18-44-207 Doc Jones 02/01/2011 Confidenti: 0 Letterrecv: Not Reported Deleted: 0 Insdate: Not Reported Site id: TXMON3000093683 Latitude: 33.347221 Longitude: -96.544166 F25 North TX WELLS TXWDB5000022972 1/2 -1 Mile Higher Fid: 22971 State well: 1844204 County nam: Collin Basin name: Trinity River Gma: 8 Rwpa: C Previous w: Not Reported Lat dec: 33.356111 Long dec: -96.551388 Coordsourc: Global Positioning System - GPS Owner 1: City of Anna Owner 2: Well #3 Driller 1: J.L. Myers Company Driller 2: Not Reported Aquifer co: 218PLXY Aquifer id: Trinity Elev of Is: 711 Elev meth: Digital Elevation Model -DEM Date drill: 06001988 Welltype: Withdrawal of Water Well depth: 2276 Depthsourc: Driller's Log Welluse: Public Supply Site id: TXWDB5000022972 Casing Info: Group number: 1 C s o indicator: C Diameter csg scn: 11 Top depth: 0 Bottom depth: 1235 Casing Info: Group number: 2 C s o indicator: C Diameter csg scn: 7 Top depth: 1002 Bottom depth: 2110 TC4526575.2s Page A-60 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Casing Info: Group number: 3 C s o indicator: C Diameter csg scn: 4 Top depth: 1920 Bottom depth: 2120 Casing Info: Group number: 4 C s o indicator: S Diameter csg scn: 4 Top depth: 2120 Bottom depth: 2164 Casing Info: Group number: 5 C s o indicator: C Diameter csg scn: 4 Top depth: 2164 Bottom depth: 2174 Casing Info: Group number: 6 C s o indicator: S Diameter csg scn: 4 Top depth: 2174 Bottom depth: 2210 Casing Info: Group number: 7 C s o indicator: C Diameter csg scn: 4 Top depth: 2210 Bottom depth: 2216 Casing Info: Group number: 8 C s o indicator: S Diameter csg scn: 4 Top depth: 2216 Bottom depth: 2226 Casing Info: Group number: 9 C s o indicator: C Diameter csg scn: 4 Top depth: 2226 Bottom depth: 2248 Casing Info: Group number: 10 C s o indicator: S Diameter csg scn: 4 Top depth: 2248 Bottom depth: 2276 Casing Info: Group number: 11 C s o indicator: C Diameter csg scn: 4 Top depth: 2276 Bottom depth: 2288 Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 00010 Flag: Not Reported Const val: 34.8 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 00631 Flag: < Const val: 0.02 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01000 Flag: < Const val: 2 Plus minus: Not Reported TC4526575.2s Page A-61 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 7/28/2003 Sample number: 1 Storet code: 01005 Flag: Not Reported Const val: 5.28 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01010 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01020 Flag: Not Reported Const val: 1410 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01025 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01030 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01035 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01040 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01046 Flag: < Const val: 50 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01049 Flag: < Const val: 1 Plus minus: Not Reported TC4526575.2s Page A-62 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 7/28/2003 Sample number: 1 Storet code: 01056 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01057 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01060 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01065 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01080 Flag: Not Reported Const val: 55.9 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01085 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01090 Flag: < Const val: 4 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01095 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01106 Flag: Not Reported Const val: 7.79 Plus minus: Not Reported TC4526575.2s Page A-63 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 7/28/2003 Sample number: 1 Storet code: 01130 Flag: Not Reported Const val: 25.2 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 01145 Flag: < Const val: 4 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 07012 Flag: Not Reported Const val: -0.01 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 07013 Flag: Not Reported Const val: 0.1 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 39086 Flag: Not Reported Const val: 562 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 71870 Flag: Not Reported Const val: 0.119 Plus minus: Not Reported Infrequent Const: Date: 7/28/2003 Sample number: 1 Storet code: 82244 Flag: Not Reported Const val: 24 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 00010 Flag: Not Reported Const val: 34.6 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 00090 Flag: Not Reported Const val: 239.6 Plus minus: Not Reported TC4526575.2s Page A-64 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 9/21 /1999 Sample number: 1 Storet code: 00631 Flag: Not Reported Const val: 0.331 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01000 Flag: < Const val: 2 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01005 Flag: Not Reported Const val: 7.31 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01010 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01020 Flag: Not Reported Const val: 1300 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01025 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01030 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01035 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01040 Flag: Not Reported Const val: 33.7 Plus minus: Not Reported TC4526575.2s Page A-65 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 9/21 /1999 Sample number: 1 Storet code: 01046 Flag: < Const val: 50 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01049 Flag: Not Reported Const val: 3.17 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01056 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01057 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01060 Flag: Not Reported Const val: 1.39 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01065 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01080 Flag: Not Reported Const val: 54 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01085 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01090 Flag: < Const val: 4 Plus minus: Not Reported TC4526575.2s Page A-66 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 9/21 /1999 Sample number: 1 Storet code: 01095 Flag: < Const val: 1 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01106 Flag: Not Reported Const val: 8.09 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01130 Flag: Not Reported Const val: 29.8 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 01145 Flag: < Const val: 4 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 39086 Flag: Not Reported Const val: 576.0 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 71870 Flag: Not Reported Const val: 0.150 Plus minus: Not Reported Infrequent Const: Date: 9/21 /1999 Sample number: 1 Storet code: 82244 Flag: Not Reported Const val: 30.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 00010 Flag: Not Reported Const val: 33.7 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 00608 Flag: Not Reported Const val: 0.58 Plus minus: Not Reported TC4526575.2s Page A-67 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 10/12/1993 Sample number: 1 Storet code: 00613 Flag: < Const val: 0.01 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 00618 Flag: Not Reported Const val: 0.04 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 00623 Flag: Not Reported Const val: 0.8 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01000 Flag: < Const val: 2.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01005 Flag: Not Reported Const val: 5.4 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01025 Flag: < Const val: 2.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01030 Flag: < Const val: 4.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01040 Flag: Not Reported Const val: 2.4 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01046 Flag: Not Reported Const val: 15.4 Plus minus: Not Reported TC4526575.2s Page A-68 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 10/12/1993 Sample number: 1 Storet code: 01049 Flag: < Const val: 5.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01056 Flag: Not Reported Const val: 1.2 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01075 Flag: < Const val: 10. Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01090 Flag: Not Reported Const val: 9.1 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01145 Flag: < Const val: 4.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 01503 Flag: < Const val: 3.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 03503 Flag: < Const val: 4.0 Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 39086 Flag: Not Reported Const val: 468. Plus minus: Not Reported Infrequent Const: Date: 10/12/1993 Sample number: 1 Storet code: 71890 Flag: < Const val: 0.13 Plus minus: Not Reported TC4526575.2s Page A-69 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 10/12/1993 Sample number: 1 Storet code: 82244 Flag: Not Reported Const val: 28. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01000 Flag: < Const val: 10. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01005 Flag: < Const val: 20. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01020 Flag: Not Reported Const val: 1580. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01025 Flag: < Const val: 10. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01030 Flag: < Const val: 20. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01040 Flag: < Const val: 20. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01046 Flag: Not Reported Const val: 82. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01049 Flag: < Const val: 50. Plus minus: Not Reported TC4526575.2s Page A-70 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Infrequent Const Date: 12/13/1988 Sample number: 1 Storet code: 01056 Flag: < Const val: 20. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01075 Flag: < Const val: 10. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01090 Flag: < Const val: 20. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01145 Flag: < Const val: 2. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 01503 Flag: < Const val: 2. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 03503 Flag: < Const val: 4. Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 71890 Flag: < Const val: 0.2 Plus minus: Not Reported Infrequent Const: Date: 12/13/1988 Sample number: 1 Storet code: 82298 Flag: Not Reported Const val: 470. Plus minus: Not Reported Water Level Info: Pn well visit mark: P Depth from Isd: -602 Mm date: 2 Dd date: 7 Yy date: 1995 Measurement number: 01 Measuring agency: 01 Method of meas: 3 Remark: Not Reported Date entered: 13-FEB-95 User name: Not Reported TC4526575.2s Page A-71 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Water Level Info: Pn well visit mark: N Depth from Isd: Not Reported Mm date: 2 Dd date: 28 Yy date: 1997 Measurement number: 01 Measuring agency: 01 Method of meas: Not Reported Remark: 81 Date entered: 28-FEB-97 User name: Not Reported Water Level Info: Pn well visit mark: N Depth from Isd: Not Reported Mm date: 7 Dd date: 28 Yy date: 2003 Measurement number: 01 Measuring agency: 01 Method of meas: 1 Remark: 43 Date entered: 05-AUG-03 User name: dwuerch Water Level Info: Pn well visit mark: P Depth from Isd: -636 Mm date: 10 Dd date: 12 Yy date: 1993 Measurement number: 01 Measuring agency: 01 Method of meas: 3 Remark: 04 Date entered: Not Reported User name: Not Reported Water Level Info: Pn well visit mark: N Depth from Isd: Not Reported Mm date: 11 Dd date: 7 Yy date: 1996 Measurement number: 01 Measuring agency: 01 Method of meas: Not Reported Remark: 61 Date entered: 20-NOV-96 User name: Not Reported Water Level Info: Pn well visit mark: N Depth from Isd: Not Reported Mm date: 11 Dd date: 9 Yy date: 1995 Measurement number: 01 Measuring agency: 01 Method of meas: Not Reported Remark: 41 Date entered: 20-NOV-95 User name: Not Reported Water Quality Info: Mm date: 7 Dd date: 28 Yydate: 2003 Sample number: 1 Sample time: 1412 Temp centigrade: 35 Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 10 Collecting agency: 01 Lab code: 23 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: 17.8 Q00910 flag: Not Reported Q00910 calcium mgl: 1.07 Q00920 flag: Not Reported Q00920 magnes mgl: .22 Q00929 flag: Not Reported Q00929 sodium mgl: 311 Q00937 flag: Not Reported Q00937 potass mgl: .89 Q01080 flag: Not Reported Q01080 strontium: .06 Q00445 carb mgl: 37.44 Q00440 bicarb mgl: 607.24 Q00945 flag: Not Reported Q00945 sulfate mgl: 81.7 Q00940 flag: Not Reported Q00940 chloride mg: 23.1 Q00951 flag: Not Reported Q00951 fluoride mg: 1.75 Q71850 flag: < Q71850 nitrate mgl: .09 Q00403 flag: Not Reported Q00403 ph: 8.8 Q70300 tds: 773 TC4526575.2s Page A-72 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Q00415 flag: Not Reported Q00415 phen alk: 31.2 Q00410 flag: Not Reported Q00410 total alk: 560 Q00900 tot hardnes: 3 Q00932 percent na: 99 Q00931 sar: 71.55 Q71860 rsc: 11.13 Q00095 flag: Not Reported Q00095 spec cond: 1305 Date entered: 05-AUG-03 User name: dwuerch Bu value: Not Reported Water Quality Info: Mm date: 9 Dd date: 13 Yydate: 1988 Sample number: 1 Sample time: Not Reported Temp centigrade: Not Reported Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 03 Collecting agency: 08 Lab code: 06 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: Not Reported Q00910 flag: Not Reported Q00910 calcium mgl: 1.6 Q00920 flag: Not Reported Q00920 magnes mgl: .5 Q00929 flag: Not Reported Q00929 sodium mgl: 342.9 Q00937 flag: Not Reported Q00937 potass mgl: Not Reported Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 38.4 Q00440 bicarb mgl: 643.73 Q00945 flag: Not Reported Q00945 sulfate mgl: 103.5 Q00940 flag: Not Reported Q00940 chloride mg: 38.5 Q00951 flag: Not Reported Q00951 fluoride mg: 1.8 Q71850 flag: Not Reported Q71850 nitrate mgl: 0 Q00403 flag: Not Reported Q00403 ph: 8.8 Q70300 tds: 843 Q00415 flag: Not Reported Q00415 phen alk: 32 Q00410 flag: Not Reported Q00410 total alk: 591.5 Q00900 tot hardnes: 6 Q00932 percent na: 99 Q00931 sar: 60.65 Q71860 rsc: 11.71 Q00095 flag: Not Reported Q00095 spec cond: 1400 Date entered: Not Reported User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 9 Dd date: 21 Yydate: 1999 Sample number: 1 Sample time: 1405 Temp centigrade: 35 Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 10 Collecting agency: 01 Lab code: 23 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: 17.1 Q00910 flag: Not Reported Q00910 calcium mgl: .97 Q00920 flag: < Q00920 magnes mgl: .5 Q00929 flag: Not Reported Q00929 sodium mgl: 310 Q00937 flag: Not Reported Q00937 potass mgl: .95 Q01080 flag: Not Reported Q01080 strontium: .05 Q00445 carb mgl: 38.04 Q00440 bicarb mgl: 581.62 Q00945 flag: Not Reported Q00945 sulfate mgl: 87.5 Q00940 flag: Not Reported Q00940 chloride mg: 25 Q00951 flag: Not Reported Q00951 fluoride mg: 1.85 Q71850 flag: Not Reported Q71850 nitrate mgl: 1.47 Q00403 flag: Not Reported Q00403 ph: 8.82 Q70300 tds: 769 TC4526575.2s Page A-73 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Q00415 flag: Not Reported Q00415 phen alk: 31.7 Q00410 flag: Not Reported Q00410 total alk: 540 Q00900 tot hardnes: 4 Q00932 percent na: 99 Q00931 sar: 63.73 Q71860 rsc: 10.71 Q00095 flag: Not Reported Q00095 spec cond: 1332 Date entered: 08-OCT-99 User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 10 Dd date: 12 Yydate: 1993 Sample number: 1 Sample time: 1055 Temp centigrade: 34 Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 10 Collecting agency: 01 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: 16 Q00910 flag: Not Reported Q00910 calcium mgl: 1.2 Q00920 flag: Not Reported Q00920 magnes mgl: .2 Q00929 flag: Not Reported Q00929 sodium mgl: 323 Q00937 flag: Not Reported Q00937 potass mgl: 3.1 Q01080 flag: Not Reported Q01080 strontium: .05 Q00445 carb mgl: 24 Q00440 bicarb mgl: 650.44 Q00945 flag: Not Reported Q00945 sulfate mgl: 98 Q00940 flag: Not Reported Q00940 chloride mg: 30 Q00951 flag: Not Reported Q00951 fluoride mg: 1.98 Q71850 flag: Not Reported Q71850 nitrate mgl: .18 Q00403 flag: Not Reported Q00403 ph: 8.86 Q70300 tds: 817 Q00415 flag: Not Reported Q00415 phen alk: 20 Q00410 flag: Not Reported Q00410 total alk: 573 Q00900 tot hardnes: 3 Q00932 percent na: 99 Q00931 sar: 71.92 Q71860 rsc: 11.38 Q00095 flag: Not Reported Q00095 spec cond: 1256 Date entered: Not Reported User name: dcoker Bu value: Not Reported Water Quality Info: Mm date: 12 Dd date: 13 Yydate: 1988 Sample number: 1 Sample time: 1400 Temp centigrade: 29 Top s interval: Not Reported Bottom s interval: Not Reported Samp int agcode: Not Reported Collection remarks: Not Reported Reliability rem: 10 Collecting agency: 01 Lab code: 01 Bu wganalysis: B Q00955 flag: Not Reported Q00955 silica mgl: 16 Q00910 flag: Not Reported Q00910 calcium mgl: 1.17 Q00920 flag: Not Reported Q00920 magnes mgl: .22 Q00929 flag: Not Reported Q00929 sodium mgl: 340 Q00937 flag: Not Reported Q00937 potass mgl: 2 Q01080 flag: Not Reported Q01080 strontium: Not Reported Q00445 carb mgl: 25.2 Q00440 bicarb mgl: 661.43 Q00945 flag: Not Reported Q00945 sulfate mgl: 102 Q00940 flag: Not Reported Q00940 chloride mg: 33 Q00951 flag: Not Reported Q00951 fluoride mg: 2.2 Q71850 flag: Not Reported Q71850 nitrate mgl: .09 Q00403 flag: Not Reported Q00403 ph: 9 Q70300 tds: 847 TC4526575.2s Page A-74 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Q00415 flag: Not Reported Q00415 phen alk: 21 Q00410 flag: Not Reported Q00410 total alk: 584 Q00900 tot hardnes: 3 Q00932 percent na: 99 Q00931 sar: 75.63 Q71860 rsc: 11.6 Q00095 flag: Not Reported Q00095 spec cond: 1200 Date entered: Not Reported User name: dcoker Bu value: Not Reported Remarks: Group number: 1 Remarks 1: Owners well #3. PWS ID #043002FR@marks 2: Reported yield 175 GPM at a pumping Remarks: Group number: 2 Remarks 1: level of 705 feet after pumping 36 Remarks 2: hours in 1988. Pump set at 805 Remarks: Group number: 3 Remarks 1: feet. Cemented from 0 to 2110 feERemarks 2: Fifteen inch underream and gravel Remarks: Group number: 4 Remarks 1: packed from 2110 to 2276 feet. Remarks 2: Historical water level observation Remarks: Group number: 5 Remarks 1: well. Remarks 2: Not Reported F26 North TX WELLS TXEQ40000002752 1/2 - 1 Mile Higher Fid: 2751 Pws id: 0430027 Water sour: G0430027C Fips count: 085 Quadrangle: 3396-241 Latitude: 332122.375 Longitude: 963304.625 Location a: Not Reported Agency: TCEQ Location m: GPS-S Horizontal: 83 Spatial re: T Horizont 1: 1 Horizont 2: S Elevation: 710 Elevation : D Vertical d: 29 Location d: 30-NOV-05 Elevation1: 24-APR-08 Elevatio 1: TCEQ Elevatio 2: G Latdd: 33.356211704 Longdd: 96.551289467 Gps certif: 05082601 Need bette: No Last chang: 09-FEB-06 Initials: JEM Remarks: Not Reported Site id: TXEQ40000002752 Groundwater Info PWS Id: 0430027 Well depth: 2276 Depth agency: DRILL Depth source: D Aquifer: 218PLXY Aquifer id: 39 Aquifer name: PALUXY Aquifer method: S Aquifer type: 2 Drill date: 19880600 Last change: 01-NOV-02 Initials: JEM Remarks: Not Reported TC4526575.2s Page A-75 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: 0430027 Water source: G0430027C Fips county code: 085 Quadrangle number: 3396-241 Latitude: 332122.375 Longitude: 963304.625 Location accuracy: Not Reported Agency: TCEQ Location method: GPS-S Horizontal datum: 83 Spatial reference code: T Horizontal accuracy: I Horizontal reference: S Elevation: 710 Elevation method: D Vertical datum: 29 Location date: 30-NOV-05 Elevation date: 24-APR-08 Elevation agency: TCEQ Elevation accuracy: G Latdd: 33.356211704 Longdd: 96.551289467 Gps certification number: 05082601 Need better location: No Last change: 09-FEB-06 Initials: JEM Remarks: Not Reported Pws id: 0430027 Water source: G0430027C Date: 19931012 Depth from land surface: -636.0 Agency: TWDB Measuring method: A Remarks: 04 Pws id: 0430027 Water source: G0430027C Date: 19950207 Depth from land surface: -602.0 Agency: TWDB Measuring method: A Remarks: Not Reported Construction: Top depth: 0. Bottom depth: 2110. Depth positive: Not Reported Diameter: 0. Opening type: Not Reported Casing material: Not Reported Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 2. Bottom depth: 1235. Depth positive: + Diameter: 10.75 Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1002. Bottom depth: 2110. Depth positive: Not Reported Diameter: 7. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 1920. Bottom depth: 2120. Depth positive: Not Reported Diameter: 4. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 TC4526575.2s Page A-76 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: 2120. Bottom depth: 2164. Depth positive: Not Reported Diameter: 4. Opening type: R Casing material: Not Reported Opening material: R Opening length: 44. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 2164. Bottom depth: 2174. Depth positive: Not Reported Diameter: 4. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: EFB Last change: 01-NOV-02 Construction: Top depth: 2174. Bottom depth: 2210. Depth positive: Not Reported Diameter: 4. Opening type: R Casing material: Not Reported Opening material: R Opening length: 36. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 2210. Bottom depth: 2216. Depth positive: Not Reported Diameter: 4. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 2216. Bottom depth: 2226. Depth positive: Not Reported Diameter: 4. Opening type: R Casing material: Not Reported Opening material: R Opening length: 10. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 2226. Bottom depth: 2248. Depth positive: Not Reported Diameter: 4. Opening type: Not Reported Casing material: S Opening material: Not Reported Opening length: Not Reported Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 Construction: Top depth: 2248. Bottom depth: 2276. Depth positive: Not Reported Diameter: 4. Opening type: R Casing material: Not Reported Opening material: R Opening length: 28. Opening method: Not Reported Packer material: Not Reported Initials: JEM Last change: 01-NOV-02 TC4526575.2s Page A-77 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Construction: Top depth: Depth positive: Opening type: Opening material Opening method: Initials: Construction: Top depth: Depth positive: Opening type: Opening material Opening method: Initials: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 2276. Bottom depth: Not Reported Diameter: Not Reported Casing material: Not Reported Opening length: Not Reported Packer material: JEM Last change: 2110. Not Reported Not Reported Not Reported Not Reported JEM 0430027 1 1500. NO DESCRIPTION Not Reported 7 21-FEB-06 Not Reported 0430027 2 2020. SHALE, LIME Not Reported 7 21-FEB-06 Not Reported 0430027 3 2064. SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 4 2100. LIMESTONE Not Reported 7 21-FEB-06 Not Reported 0430027 5 2165. SAND Not Reported 7 21-FEB-06 Not Reported Bottom depth: Diameter: Casing material: Opening length: Packer material: Last change: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: 2288. 4. S Not Reported Not Reported 01-NOV-02 2276. 15. Not Reported Not Reported Not Reported 01-NOV-02 G0430027C 0. 1500. JEM G0430027C 1500. 520. JEM G0430027C 2020. 44. JEM G0430027C 2064. 36. JEM G0430027C 2100. 65. JEM TC4526575.2s Page A-78 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: Pws id: Record number: Bottom depth: Geologic description: Geologic correction: Source geologic data Last change: Remarks: 0430027 6 2175. SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 7 2210. SAND W/SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 8 2225. SAND Not Reported 7 21-FEB-06 Not Reported 0430027 9 2245. SHALE Not Reported 7 21-FEB-06 Not Reported 0430027 10 2275. SAND Not Reported 7 21-FEB-06 Not Reported 0430027 11 2300. SHALE, SAND Not Reported 7 21-FEB-06 Not Reported Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: Water source: Top depth: Thickness: Initials: G0430027C 2165. 10. 9��LI G0430027C 2175. 35. JEM G0430027C 2210. 15. JEM G0430027C 2225. 20. JEM G0430027C 2245. 30. 9��LI G0430027C 2275. 25. JEM TC4526575.2s Page A-79 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pws id: 0430027 Water source: G0430027C Record number: 12 Top depth: 2300. Bottom depth: 2340. Thickness: 40. Geologic description: SAND, SHALE Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported Pws id: 0430027 Water source: G0430027C Record number: 13 Top depth: 2340. Bottom depth: 2359. Thickness: 19. Geologic description: SHALE, SAND Geologic correction: Not Reported Source geologic data: 7 Initials: JEM Last change: 21-FEB-06 Remarks: Not Reported 27 SSW 1/2 - 1 Mile Lower Plugtrackn: 6756 Dateentere: 03-JUL-02 Ownstreet: 8129 LEVER CO. LINE RD. Ownstate: TX Wellstreet: 105 4TH ST. Wellcity: ANNA County: Collin Latitude: 332015 Lat dec: 33.337499 Longitude: 963316 Long dec: -96.554444 Brmod: MAP Gn: 18442 Gn1: 18 Gn25: 2 Typewater: 0 Typeinj: 0 Histdrille: RONNIE GEER Histdatedr: 21-N OV-02 Histdiamin: 7.25 Plugdate: 15-APR-02 Plugmethco: Not Reported Plugopname: RONNIE GEER Plugoplic: 51382 Plugmeth1: 0 Plugmeth3: 1 Plugmethot: 0 Cdiam1: Not Reported Cto1: 0 Cfrom2: Not Reported TX WELLS TXPLU3000006593 Ownname: DALWORTH OIL CO. Owncity: MANSFIELD Ownzip: 76063 Wellzip: Not Reported Gn75: 44 Ownwellno: 1,2,3,4 Typemon: 1 Typedw: 0 Histdrllic: 51382 Histtracki: Not Reported Histdepth: 20 Plugmeth2: 0 Plugmeth4: 0 Plugvar: Not Reported Cfrom 1: 0 Cdiam2: Not Reported Cto2: Not Reported TC4526575.2s Page A-80 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Cdiam3: Not Reported Cfrom3: Not Reported Cto3: Not Reported Cbfrom1: 0 Cbto1: 2 Cbsacks1: 1 CEM Cbfrom2: 2 Cbto2: 20 Cbsacks2: 4 BEN Cbfrom3: Not Reported Cbto3: Not Reported Cbsacks3: Not Reported Cbfrom4: Not Reported Cbto4: Not Reported Cbsacks4: Not Reported Cbfrom5: Not Reported Cbto5: Not Reported Cbsacks5: Not Reported Compname: RONE ENGINEERS Compstreet: 8908 AMBASSADOR ROW Compcity: DALLAS Compstate: TX Compzip: 75247 Nameassig: RONNIE GEER Traineenam: Not Reported Tnum: Not Reported Deleted: 0 Site id: TXPLU3000006593 G28 East TX WELLS TXPLU3000056793 1/2 -1 Mile Lower Plugtrackn: 57772 Dateentere: 19-AUG-09 Ownname: Independent Bank Ownstreet: 101 S. Powell Parkway Owncity: Anna Ownstate: TX Ownzip: 75409 Wellstreet: 101 S. Powell Wellcity: Anna Wellzip: 75409 County: Collin Latitude: 332056 Lat dec: 33.348888 Longitude: 963203 Long dec: -96.534166 Brmod: google earth Gn: 18443 Gn1: 18 Gn75: 44 Gn25: 3 Ownwellno: MW-1 Typewater: 0 Typemon: 1 Typeinj: 0 Typedw: 0 Histdrille: unknown Histdrllic: Not Reported Histdatedr: Not Reported Histtracki: Not Reported Histdiamin: 2 Histdepth: 15 Plugdate: 16-APR-09 Plugmethco: plugged (1) monitor well at 15' with bentonite chips from 15' BHS to 2' BGS and capped with concrete from 0-2' Plugopname: Darrin S.Stark, Sr. Plugoplic: 54891 Plugmeth1: 0 Plugmeth2: 0 Plugmeth3: 0 Plugmeth4: 0 Plugmethot: 1 Plugvar: Not Reported Cdiam1: Not Reported Cfrom1: Not Reported Cto1: Not Reported Cdiam2: Not Reported Cfrom2: Not Reported Cto2: Not Reported Cdiam3: Not Reported Cfrom3: Not Reported Cto3: Not Reported Cbfrom1: 0 Cbto1: 2 Cbsacks1: 1/4 bag concrete Cbfrom2: 2 Cbto2: 15 Cbsacks2: 2 bentonite Cbfrom3: Not Reported Cbto3: Not Reported Cbsacks3: Not Reported Cbfrom4: Not Reported Cbto4: Not Reported Cbsacks4: Not Reported Cbfrom5: Not Reported Cbto5: Not Reported Cbsacks5: Not Reported Compname: Sunbelt Industrial Services Compstreet: 2415 Cullen Street TC4526575.2s Page A-81 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Compcity: Fort worth Compstate: TX Compzip: 76107 Nameassig: Darrin S.Stark, Sr. Traineenam: Not Reported Tnum: Not Reported Deleted: 0 Site id: TXPLU3000056793 G29 East TX WELLS TXPLU3000056784 1/2 -1 Mile Lower Plugtrackn: 57771 Dateentere: 19-AUG-09 Ownname: Independent Bank Ownstreet: 101 S. Powell Parkway Owncity: Anna Ownstate: TX Ownzip: 75409 Wellstreet: 101 S. Powell Wellcity: Anna Wellzip: 75409 County: Collin Latitude: 332056 Lat dec: 33.348888 Longitude: 963203 Long dec: -96.534166 Brmod: google earth Gn: 18443 Gn1: 18 Gn75: 44 Gn25: 3 Ownwellno: MW-1 Typewater: 0 Typemon: 1 Typeinj: 0 Typedw: 0 Histdrille: unknown Histdrllic: Not Reported Histdatedr: Not Reported Histtracki: Not Reported Histdiamin: 2 Histdepth: 15 Plugdate: 16-APR-09 Plugmethco: plugged (1) monitor well at 15' with bentonite chips from 15' BHS to 2' BGS and capped with concrete from 0-2' Plugopname: Darrin S.Stark, Sr. Plugoplic: 54891 Plugmeth1: 0 Plugmeth2: 0 Plugmeth3: 0 Plugmeth4: 0 Plugmethot: 1 Plugvar: Not Reported Cdiam1: Not Reported Cfrom1: Not Reported Cto1: Not Reported Cdiam2: Not Reported Cfrom2: Not Reported Cto2: Not Reported Cdiam3: Not Reported Cfrom3: Not Reported Cto3: Not Reported Cbfrom1: 0 Cbto1: 2 Cbsacks1: 1/4 bag concrete Cbfrom2: 2 Cbto2: 15 Cbsacks2: 2 bentonite Cbfrom3: Not Reported Cbto3: Not Reported Cbsacks3: Not Reported Cbfrom4: Not Reported Cbto4: Not Reported Cbsacks4: Not Reported Cbfrom5: Not Reported Cbto5: Not Reported Cbsacks5: Not Reported Compname: Sunbelt Industrial Services Compstreet: 2415 Cullen Street Compcity: Fort worth Compstate: TX Compzip: 76107 Nameassig: Darrin S.Stark, Sr. Traineenam: Not Reported Tnum: Not Reported Deleted: 0 Site id: TXPLU3000056784 TC4526575.2s Page A-82 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Database EDR ID Number 1 ESE OIL TXOG60000224659 0 - 1/8 Mile —GAS Surface id: 795685.00000 Well Type: Dry Hole Api: 085 Reliab: 15 Longn: -96.54808 Latn: 33.34683 Site id: TXOG60000224659 Bottom id: 795685 Surface id: 795685 Well Type: Dry Hole Apinum: 42085 Out fips: N Reliab: 15 Cwellnum: Not Reported Radioact: Not Reported Longn: -96.5480759 Latn: 33.3468275 2 East OIL —GAS TXOG60000224657 1/2 - 1 Mile Surface id: 795686.00000 Well Type: Dry Hole Api: 085 Reliab: 15 Longn:-96.53821 Latn: 33.34867 Site id: TXOG60000224657 Bottom id: 795686 Surface id: 795686 Well Type: Dry Hole Apinum: 42085 Out fips: N Reliab: 15 Cwellnum: 2 Radioact: Not Reported Longn: -96.5382106 Latn: 33.3486747 TC4526575.2s Page A-83 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database: TX Radon Radon Test Results Uounry mean i otai mites %0-4 pl.1/L %O�ZU pl.1/L Min PULL ivia. COLLIN 1.0 37 2.7 .0 <.5 5.2 Federal EPA Radon Zone for COLLIN County: 3 Note: Zone 1 indoor average level > 4 pCi/L. Zone 2 indoor average level — 2 pCi/L and — 4 pCi/L. Zone 3 indoor average level < 2 pCi/L. Federal Area Radon Information for COLLIN COUNTY, TX Number of sites tested: 28 Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Living Area - 1 st Floor 1.157 pCi/L 96% 4% 0% Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Basement Not Reported Not Reported Not Reported Not Reported TC4526575.2s Page A-84 PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5' Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5' Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Texas General Land Office Telephone: 512-463-0745 HYDROGEOLOGIC INFORMATION AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC4526575.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Public Water Supply Sources Databases Source: Texas Commission on Environmental Quality Telephone: 512-239-6199 Locations of public drinking water sources maintained by the TCEQ Groundwater Database Source: Texas Water Development Board Telephone: 512-936-0837 Well Report Database Source: Department of Licensing and Regulation Telephone: 512-936-0833 Water Well Database Source: Harris -Galveston Coastal Subsidence District Telephone: 281-486-1105 Submitted Driller's Reports Database Source: Texas Water Development Board Telephone: 512-936-0833 The Submitted Driller's Reports Database is populated from the online Texas Well Report Submission and Retrieval System which is a cooperative Texas Department of Licensing and Regulation (TDLR) and Texas Water Development Board (TWDB) application that registered water -well drillers use to submit their required reports. Brackish Resources Aquifer Characterization System Database Source: Texas Water Development Board TWDB's Brackish Resources Aquifer Characterization System (BRACS) designed to map and characterize the brackish aquifers of Texas in greater detail than previous studies. The information is contained in the BRACS Database and project data are summarized in a project report with companion geographic information system data files. OTHER STATE DATABASE INFORMATION Texas Oil and Gas Wells: Source: Texas Railroad Commission Telephone: 512-463-6882 Oil and gas well locations TC4526575.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED RADON State Database: TX Radon Source: Department of Health Telephone: 512-834-6688 Rinal Report of the Texas Indoor Radon Survey Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4526575.2s Page PSGR-3 MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS APPENDIX 6 Photographic Documentation www.MODERNGEOSCIENCES.com PHOTOGRAPHIC DOCUMENTATION Site: SEC S. Powell Pkwy & W. 5th St Anna, TX Photo Date: February 10, 2016 NAWOL o. 1 View of the truck scale in the northern portion of the Site. No. 3 4- View of the hand dug well in the central portion of the Site. No.5 View inside the on -site warehouse in the northwestern portion of the Site. W I GEOSCIENCES No. 2 View of the on -site silos in the central portion of the Site. No. 4 View inside the former farm store. No.6 View inside the on -site warehouse in the central portion of the Site. PHOTOGRAPHIC DOCUMENTATION Site: SEC S. Powell Pkwy & W. 5th St Anna, TX Photo Date: February 10, 2016 No.7 View inside warehouse in the central portion of the Site. No.9 View inside the on -site warehouse in the southern portion of the Site. No. 11 View from W. 71" St. of Wells/McCoy steel fabrication building. No. 8 . v MODERN GEOSCIENCES tick w� View of the grain collection basin south of the on -site silos. No.10 View of on -site cotton gin remnant (base of sign). No.12 View from S. Powell Pkwy. of Wells/McCoy building. PHOTOGRAPHIC DOCUMENTATION Site: SEC S. Powell Pkwy & W. 5th St Anna, TX Photo Date: February 10, 2016 No.13 View of trailer with drums at the Wells/McCoy facility. No.15 View of the vacant northeastern portion of the Site, facing south. . V MODERN GEOSCIENCES No.14 View of former carwash bay in the northern portion of the Site. No.16 View across S. Powell Pkwy, facing northwest, of Anna Express, former Anna Thriftee (118 S. Powell Pkwy) No. 17 View across W. 5th St. of residential No. 18 View towards the east of S. Riggins St. development. followed by railroad tracks. MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS APPENDIX C Supporting Materials www.MODERNGEOSCIENCES.com Anna Grain Property 205 S Powell Parkway Anna, TX 75409 Inquiry Number: 4526575.9 February 01, 2016 6 Armstreng Read, 41h Floor -Shelton, Con nOCUCUt M484 (rEDR" T*IM Free: &00.�$2_0135CI www.in.dtr%&t.com EDR Aerial Photo Decade Package Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. Date EDR Searched Historical Sources: Aerial Photography February 01, 2016 Target Property: 205 S Powell Parkway Anna, TX 75409 Year Scale Details Source 1942 Aerial Photograph. Scale: 1 "=500' Flight Year: 1942 USGS 1951 Aerial Photograph. Scale: 1 "=500' Flight Year: 1951 USGS 1964 Aerial Photograph. Scale: 1 "=500' Flight Year: 1964 ASCS 1972 Aerial Photograph. Scale: 1 "=500' Flight Year: 1972 USGS 1984 Aerial Photograph. Scale: 1 "=500' Flight Year: 1984 USGS 1990 Aerial Photograph. Scale: 1 "=500' Flight Year: 1990 USGS 1995 Aerial Photograph. Scale: 1 "=500' /DOQQ - acquisition dates: 1995 USGS/DOQQ 2004 Aerial Photograph. Scale: 1 "=500' Flight Year: 2004 USDA-CIR 2005 Aerial Photograph. Scale: 1 "=500' Flight Year: 2005 USDA/NAIP 2006 Aerial Photograph. Scale: 1 "=500' Flight Year: 2006 USDA/NAIP 2008 Aerial Photograph. Scale: 1 "=500' Flight Year: 2008 USDA/NAIP 2010 Aerial Photograph. Scale: 1 "=500' Flight Year: 2010 USDA/NAIP 2012 Aerial Photograph. Scale: 1 "=500' Flight Year: 2012 USDA/NAIP 4526575.9 2 -1 1 INQUIRY #: 4526575 YEAR: 1951 500' Aj .� IL _ _ is ... �.. f ..w _..ryTV .,y•l M \ Y 41W 1 s { 44 All IF W44 All { • •� , i ri �M h i asF7 � 4 . t ` '� t ♦,lk F` INQUIRY M 4526575.9 � a YEAR: 1964 4 N (rEDR Iy = 500' 6Z '� 47 Ir Lj Tir -zJ Bab ft v Q 14 4v INQUIRY #: 4526575.9 YEAR: 2004 i I = 500' k� r, 10 - p dw a:96- a• it Mi #- it -� lf���.,► � �• • 48 • +�*e ""W" INQUIRY #: 4526575.9 YEAR: 2006 = 500' M ,job �► 'r• • /1 • I 1do. 16 � : ! • JO r L alllift • ip i *i +` 4 N t I. (rEDR �41A 0 ORR %r *A INQUIRY #: 4526575.9 YEAR: 2008 = 500' - �!✓• ..� w` * 7 • �� -_ ` -!CA Ax � � � .. ,,. ,yam.._ : _ ►�' • � � mat - ti it r• } ,1.. � f j4 A4 A� 41 a4w aAL I P i.• �` R INQUIRY M 4526575.9 i. YEAR: 2010~ (rEDR L �p� = 500' ems_•; Ad POU I! ft4okj�i sUOU - •. .. • - Iid 1� lb , lw !- ' 4 � . *� • lb A0 kr _ fw i*• ••l A. •l ell 40 - fed 4bA•ft + , P' ate' s ' �► 4 )0%..]L; . �- I INQUIRY M 4526575.9 YEAR: 2012 4 N♦ ~ ' '� (rEDR • tt• = 500' � #' .:+. •.�It � ��J� _ �:'�f� _ , e� . ��'� - Via. Anna Grain Property 205 S Powell Parkway Anna, TX 75409 Inquiry Number: 4526575.4 February 01, 2016 6 Armstrong Road, 4th floor Shelton, CT 06484 (rEDR Toll Free: 800.352.0050 www.edrnet.com EDR Historical Topo Map Report 02/01 /16 Site Name: Anna Grain Property 205 S Powell Parkway Anna, TX 75409 EDR Inquiry # 4526575.4 Client Name: Modern GeoSciences 5100 Thompson Terrace Colleyville, TX 76034-0000 Contact: Catherine Seaton EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Modern GeoSciences were identified for the years listed below. EDR's Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. Search Results: Coordinates: Site Name: Anna Grain Property Latitude: Address: 205 S Powell Parkway Longitude: City,State,Zip: Anna, TX 75409 UTM Zone: P.O.# 16028 UTM X Meters Project: Anna Grain Property UTM Y Meters Elevation: Maps Provided: 2013 1961 33.34735 330 20' 50" North -96.550214 -96' 33' 1 " West Zone 14 North 727975.57 3692475.43 705.00' above sea level Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 4526575 - 4 page 2 Topo Sheet Thumbnails This EDR Topo Map Report is based upon the following USGS topographic map sheets. 2013 Source Sheets Anna 2013 7.5-minute, 24000 1961 Source Sheets Anna 1961 7.5-minute, 24000 Aerial Photo Revised 1957 4526575 - 4 page 3 Historical Topo Map 2C 0 o � { ` ROSAMOND PKWY ELM GRV /MO z LORD-370�E m WPERNST MAPLE ST J � W x r , a J E2 E 3RD ST 0� waTkar Q ACACIAp STN ST � £ STH 57 �1 E� WHITE 0 This report includes information from the following map sheet(s). NW N NE TP, Anna, 2013, 7.5-minute W E SW S SE O �i a J � 27 m � 4 PALOMA Miles 0.25 0.5 1 1.5 SITE NAME: Anna Grain Property ADDRESS: 205 S Powell Parkway Anna, TX 75409 CLIENT: Modern GeoSciences 1 N� 4526575 - 4 page 4 Historical Topo Map 19 Rii . 1 I 74J — — — 717 o 1 I 1 I O I I I 17 3 I I I I i a I I f 1 A' I 95 I —�-- 99 -- 1 — — — --.w—_ I ti 706 I 99• In epend'eht' - -7 a _ I - Athletic I C Ce Field - I I I d 685 — I 1 I 1 �6Pric II I<( veIllPits I � � This report includes information from the following map sheet(s). NW N NE TP, Anna, 1961, 7.5-minute W E SW S SE Miles 0.25 0.5 1 1.5 SITE NAME: Anna Grain Property ADDRESS: 205 S Powell Parkway Anna, TX 75409 CLIENT: Modern GeoSciences 11 N 4526575 - 4 page 5 Anna Grain Property 205 S Powell Parkway Anna, TX 75409 Inquiry Number: 4526575.5 February 03, 2016 6 Armstrong Road Shelton, CT 06484 800.352.0050 (rE D Environmental Data Resources Inc www.edrnet.com SECTION Executive Summary Findings City Directory Images TABLE OF CONTENTS Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.'s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's City Directory Report includes a search of available city directory data at 5 year intervals. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2013 0 ❑ Cole Information Services 2008 0 ❑ Cole Information Services 2003 0 ❑ Cole Information Services 1999 ❑ ❑ Cole Information Services 1995 ❑ ❑ Cole Information Services 1992 ❑ ❑ Cole Information Services 1986 ❑ ❑ Cole Criss -Cross Directory 1981 ❑ ❑ Cole Criss -Cross Directory 1976 ❑ ❑ Cole Criss -Cross Directory 1971 ❑ ❑ Cole Criss -Cross Directory RECORD SOURCES EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. 4526575-5 Pagel FINDINGS TARGET PROPERTY STREET 205 S Powell Parkway Anna, TX 75409 Year CD Image Source S POWELL PKWY 2013 pg Al Cole Information Services 2008 pg A2 Cole Information Services 2003 pg A3 Cole Information Services 1999 - Cole Information Services 1995 - Cole Information Services 1992 - Cole Information Services 1986 - Cole Criss -Cross Directory 1981 - Cole Criss -Cross Directory 1976 - Cole Criss -Cross Directory 1971 - Cole Criss -Cross Directory Street not listed in Source Street not listed in Source Street not listed in Source Street not listed in Source Street not listed in Source Street not listed in Source Street not listed in Source 4526575-5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 4526575-5 Page 3 City Directory Images Target Street Cross Street Source - Cole Information Services S POWELL PKWY 2013 100 ANNA CHIROPRACTIC CENTER 101 FIRST BANK ANNA LBA 104 FARM BUREAU INSURANCE JOHN ELLIOTT TEXAS FARM BUREAU INSURANCE ZACCARIA USA 117 BAHAMA BAY TANNING SALON EXPRESS SIGNS & SHIRTS 118 ANNA EXPRESS SEBASTIN MEXICAN FOOD 205 UHAUL NEIGHBORHOOD DEALER 305 AMERICAN MEDICAL RESPONSE AMR CITY OF ANNA 506 SHIRLEY BEAZLEY 516 GEORGE DHANE 519 SHARON WALLACE 521 LARRY JOHNSON 605 COYOTE LIQUOR DEN 712 SHIRLEY HOLLAND 715 UNITED STATES GOVERNMENT UNITED STATES POSTAL SERVICEUSPS 724 OCCUPANT UNKNOWN WESTDYKES GARAGE 4526575.5 Page: Al Target Street Cross Street Source V - Cole Information Services S POWELL PKWY 2008 100 ANNA CHIROPRACTIC CENTER KONOS INC 101 INDEPENDENT BANK 104 ANNA NEW HOME CENTER BY KDL PROPERTI DAN RULE CUSTOM HOMES 117 TAN TYME 2 118 ANNA EXPRESS 305 AMERICAN MEDICAL RESPONSE INC ANNA FIRE DEPARTMENT LIFE TECH EMS INC 506 SHIRLEY BEAZLEY 509 KELLY HOGGATT 516 LASHAUNA COSBY 519 SHARON WALLACE 600 OCCUPANT UNKNOWN 601 OCCUPANT UNKNOWN 605 COYOTE LIQUOR DEN LARRY JOHNSON 607 ESTRELLA MY 712 JAMES HOLLAND 724 WESTDYKES GARAGE 4526575.5 Page: A2 Target Street Cross Street Source - Cole Information Services S POWELL PKWY 2003 304 BILL ESTEP 305 LIFE TECH E M S INC 306 OCCUPANT UNKNOWN 496 LEONARD HARLOW 519 OCCUPANT UNKNOWN 605 LARRY JOHNSON 607 ON THE GO GRILL ON THE GO RESTAURANT 712 JAMES HOLLAND 4526575.5 Page: A3 Anna Grain Property 205 S Powell Parkway Anna, TX 75409 Inquiry Number: 4526575.3 February 01, 2016 6 Armstreng Read, 41h Floor -Shelton, Con nOCUCUt M484 (rEDR" T*IM Free: &00.�$2_0135CI www.in.dtr%&t.com Certified Sanborn® Ma Site Name: Anna Grain Property 205 S Powell Parkway Anna, TX 75409 EDR Inquiry # 4526575.3 Client Name: Modern GeoSciences 5100 Thompson Terrace Colleyville, TX 76034-0000 Contact: Catherine Seaton (rEDRO 2/01 /16 The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Modern GeoSciences were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Site Name: Anna Grain Property Address: 205 S Powell Parkway City, State, Zip: Anna, TX 75409 Cross Street: P.O. # 16028 Project: Anna Grain Property Certification # 3A39-4865-8AEC UNMAPPED PROPERTY This report certifies that the complete holdings Library, LLC collection have been searched supplied target property information, and fire covering the target property were not found. Limited Permission To Make Copies Sanborn® Library search results Certification # 3A39-4865-8AEC The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track of the Sanborn historical property usage in approximately 12,000 based on client American cities and towns. Collections searched: insurance maps ✓ Library of Congress ✓ University Publications of America ✓ EDR Private Collection The Sanborn Library LLC Since 1866TM Modern GeoSciences (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. Disclaimer - Copyright and Trademark notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 4526575 - 3 page 2 EX ACACIA DR. ❑ SEQUOIA 00 DRIVE ALDER DRIB 0 ❑ BAMBOO DR O w > } ❑ 0 J w ILL W Z to N W � m i to z CD 0 Of U) tr l­-- Co to W W 4TH lL SR. 8TH } LU w x ZONE X LL F- uL uL K H Unnamed Tributary U) z z Unnamed U) Tributary Ir :!�� CITY OF ANNA 480132 • ` ANNA CITY PARK I MAP SCALE 1" = 1000' o0 0 1000 2000 FEET , ,n PANEL 0160J FIRM FLOOD INSURANCE RATE MAP COLLIN COUNTY, TEXAS (I AND INCORPORATED AREAS m ® E 2 STREET 3RD STREET SHERLEY PARK 4TH SIR. 5TH STIR. STREET I E6TH STREET E 7TH STREE z . 0 p wE 8TH STREET I CITY OF ANNA �OLLIN COUNTY PANEL 160 OF 600 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAIN& COMMUNITY NUMBER PANEL SUFFIX COIL IN COUNTY 480130 0160 J ANNA, CITY OF 480132 0160 J Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. oti"r`F�f MAP NUMBER 48085CO160J MAP REVISED JUNE 2 2009 Federal Emergency Management Agency This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www. msc.fema.gov MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS APPENDIX D Interview Documentation www.MODERNGEOSCIENCES.com 1 1 - ASTM USER SURVEY Site Information: User Name: Name: Information:/ ?h11PS'41AWeri / C46 J per / Address: Compan Of Acres: Date: 0 ner: Access/Historical ^ Q Contact Information: f�Llu i� /X /�i.9 !/nO64i,=) 9777 -- 9?zfe— ZSZY As part of the ASTM E1527-13 Standard, the "User' is required to assist in the environmental assessment process. ASTM defines a User as the party seeking to complete the Phase I Environmental Site Assessment practice (E1527-13) to complete an environmental site assessment of the property. This can include a potential purchaser, tenant, an owner, a lender, or a property manager. Reason why the Phase I is required: ►.' Due.Diligence prior to acquisition/lease _Requirement to obtain loan Type of Property Residential _Baseline for current/prospective owner Other:. commercial/Industrial _Other: Type of Property Transaction (if anticipated) Sale 1``Purchase Additional information or Site contacts: _Exchange _Other: Please return the completed ASTM User Questionnaire to Modern at your earliest convenience to help us complete the assessment process. 1; D _ TRUSTED ENVIRONUENTAt-4DVf3OI3-- ASTM USER SURVEY 1.) Environmental cleanup liens that are filed or recorded against the site (40 CFR 312.25). Are you aware of any environmental cleanup liens) against the property that are filed or recorded underfederal, tribal, state or local law? 1*'No _ Yes (please attach further information) 2.) Activity and land use limitations that are in place on the site or that have been filed or recorded in a registry (40 CFR 312.26). Are you aware of any Activity Use Limitations (AULs), such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? �No _ Yes (please attach further information) 3.) Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28). Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? No k4Yes(pleaseattachfurtherinformation) afG CujplcwA r-4/4c/ 4s q houSG F%ice /c�w►���rl�f 40je�l (4.) Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29). Does the purchase price being paid for this property reasonably reflect the fair market value of the property? _YYes _ No (please attach further information) If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? _ No _Yes (please attach further information) 5.) Commonly Known or reasonably ascertainable information about the property (40 CFR 312.30). Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as user, (a.) Do you know the past uses of the property? �v S a-S q�7 i /1 (b.) Do you jtnow of specific chemicals that are present or once were present at the property? No _Yes (Chemicals: (c.) Do you know of spills or other chemical releases that have taken place at the property? �o _Yes (Chemicals: (d.) Do you know of any environmental cleanups that have taken place at the property? ✓o _Yes (please attach further information) 6.) The degree of obviousness of the presence of likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31). Based on your Knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property? V�No _ Yes (Indicators: ) Please return the completed ASTM User Questionnaire to Modern at your earliest convenience to help us complete the assessment process. Site Information: Name: Address: Acres: MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ASTM USER SURVEY User Information: TI ir P 5��,1� �'• L�j��v Name: 7 �— /' 7y B< Company: it Af Date: Access/Historical Contact Information: As part of the ASTM E1527-13 Standard, the "User" is required to assist in the environmental assessment process. ASTM defines a User as the party seeking to complete the Phase I Environmental Site Assessment practice (E1527-13) to complete an environmental site assessment of the property. This can include a potential purchaser, tenant, an owner, a lender, or a property manager. Reason why the Phase I is required: � Due Diligence prior to acquisition/lease _ Requirement to obtain loan Type of Property _ Residential _ Baseline for current/prospective owner Other: I��mmercial/Industrial _Other: Type of Property Transaction (if anticipated) Sale YPurchase Additional information or Site contacts: _Exchange _Other: Please return the completed ASTM User Questionnaire to Modern at your earliest convenience to help us complete the assessment process. 3 MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ASTM USER SURVEY 1.) Environmental cleanup liens that are filed or recorded against the site (40 CFR 312.25). Are you aware of any environmental cleanup liens) against the property that are filed or recorded under federal, tribal, state or local law? �N0 _ Yes (please attach further information) 2.) Activity and land use limitations that are in place on the site or that have been filed or recorded in a registry (40 CFR 312.26). Are you aware of any Activity Use Limitations (AULs), such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? ei V No _ Yes (please attach further information) 3.) Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28). Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? �o _Yes (please attach further information) (4.) Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29). Does the purchase price being paid for this property reasonably reflect the fair market value of the property? Ao�ores _ No (please attach further information) If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? No _Yes (please attach further information) 5.) Commonly known or reasonably ascertainable information about the property (40 CFR 312.30). Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as user, (a.) Do you know the past uses of the property? (b.) Do you know of specific chemicals that are present or once were present at the property? VNo _Yes (Chemicals: (c.) Do you know of spills or other chemical releases that have taken place at the property? l�o _Yes (Chemicals: ) (d.) Do you know of any environmental cleanups that have taken place at the property? _Yes (please attach further information) 6.) The degree of obviousness of the presence of likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31). Based on your Knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property? No _ Yes (Indicators: ) Please return the completed ASTM User Questionnaire to Modern at your earliest convenience to help us complete the assessment process. Jdn4 � fw4�ffC� z AC nt MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ASTM USER SURVEY Site Information: User Information: Name; Narm;p GYOto G. 7 cn 4 / C3 v 44.A04 Acres: Date: �. _ Owner: Access/Historical Contact Information: A e As part of the ASTM E1527-13 Standard, the "User" is required to assist in the environmental assessment process. ASTM defines a User as the party seeking to complete the Phase I Environmental Site Assessment practice (E1527-13) to complete an environmental site assessment of the property. This can include a potential purchaser, tenant, an owner, a lender, or a property manager. Reason why the Phase I is required: l!` bue Diligence prior toacquisition/lease Requirement to obtain loan Type of Property _ Residential Type of Property Transaction (if anticipated) .Sale Purchase Additional information or Site contacts: Commercial/Industrial _Exchange Baseline for current/prospective owner Other: Other: Other: Please return the completed ASTM User Questionnaire to Modern at your earliest convenience to help us complete the assessment process. r MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ASTM USER SURVEY 1.) Environmental cleanup liens that are filed or recorded against the site (40 CFR 312.25). Are you aware of any environmental cleanup liens) against the property that are filed or recorded under federal, tribal, state or local law? Yes (please attach further information) 2.) Activity and land use limitations that are in place on the site or that have been filed or recorded in a registry (40 CFR 312.26). Are you aware of any Activity Use Limitations (AULs), such as engineering controls, land use restrictions or institutional controls that �are�in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? V' No _ Yes (please attach further information) 3.) Specialized knowledge or experience of the person seeking to qualify for the LLP (40 CFR 312.28). Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this ty e of bu ine§s? / c No VoYes (please attach further information) �`tA�if ins v1 ! 4V 4 (4.) Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29). Does the purchase price being paid for this property reasonably reflect the fair market value of the property? �Yes _ No (please attach further information) If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? _ No _Yes (please attach further information) 5.) Commonly Known or reasonably ascertainable information about the property (40 CFR 312.30). Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as user, (a.) Do you know the past u�ses�o the property? LL _ No ✓Yes (Use: �%%C�.(il r4�/'/��E 7�a (b.) Do you know of specific chemicals that are present or once were present at the property? �Ivo _Yes (Chemicals: (c.) Do you k'^� of spills or other chemical releases that have taken place at the property? VNo _Yes (Chemicals: (d.) Do you k�� of any environmental cleanups that have taken place at the property? VNo _Yes (please attach further information) 6.) The degree of obviousness of the presence of likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31). Based on your knowledge and experience related to the property are tthere any obvious indicators that point to the presence or likely presence of contamination at the property? ►� No _ Yes (Indicators: ) Please return the completed ASTM User Questionnaire to Modern at your earliest convenience to help us complete the assessment process. Carrie Smith From: Tim Gothard Sent: Friday, February 05, 2016 6:14 PM To: Carrie Smith Subject: Fwd: Work Order: W000460-020316:: W000460-020316 Follow Up Flag: Flag for follow up Flag Status: Flagged Sent from my iPhone Begin forwarded message: From: James Dockray <jdockraykannatexas.gov> Date: February 5, 2016 at 4:42:52 PM CST To: Tim Gothard <tgothardkannatexas.gov> Subject: RE: Work Order: W000460-020316:: W000460-020316 Nothing has come up on either address in the database Thanks From: Tim Gothard Sent: Friday, February 05, 2016 3:28 PM To: James Dockray <idockray@annatexas.gov> Subject: Fwd: Work Order: W000460-020316:: W000460-020316 Sent from my iPhone Begin forwarded message: From: "Carrie L. Smith" <csmith(a�annatexas.gov> Date: February 5, 2016 at 2:57:17 PM CST To: "tgothardkannatexas.gov" <tgothardkannatexas.gov>, "tross0)anntexas.aov" <tross0)anntexas.aov>, "mschwanke0)annatexas.aov" <mschwanke(a,annatexas. cov> Subject: Work Order: W000460-020316:: W000460-020316 Please provide me with any responsive records for the request below. Be sure to use the Work Order number in the subject line for any correspondence on this request. i Describe the Record(s) Requested: I am requesting records related to fires, HAZMAT responses, spills, underground storage tanks, above ground storage tanks, building or other records indicating a release to the environment for the following addresses: 211 W 5th Street 206 E 7th Street Thank you, Carrie a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS DATE March 8, 2016 PROJECT 16033 ATTN Mr. Philip Sanders City Manager City of Anna 111 N. Powell Parkway Anna, Texas 75409 SUBJECT Phase II Site Investigation Anna Grain Property SEC of S. Powell Parkway and W. 5th Street Anna, Collin County, Texas Dear Mr. Sanders: Please find the attached Phase II Site Investigation completed by Modern Geosciences, LLC (Modern) for the above referenced property (Site). We appreciate the opportunity to provide our services to you. Should you require additional information or have any questions regarding this report, please contact the undersigned at 682.223.1322. Respectfully submitted, (94neth Tramm, PhD, , CHMM PRINCIPAL MODERN GEOSCIENCES TEXAS REGISTERED GEOSCIENCE FIRM 50411 TEXAS REGISTERED ENGINEERING FIRM F-16201 5100 THOMPSON TERRACE, COLLEYVILLE TEXAS 76034 1 P 682.223.1593 1 P 682.223.1322 www.MODERNGEOSCIENCES.com PAGE MODERN GEDSCIENCES TRUSTED ENVIRONMENTAL AOVISORS DATE March 8, 2016 PROJECT 16033 Anna Grain Property SEC of S. Powell Parkway and W. 5th Street Anna, Collin County, Texas PHASE II SITE INVESTIGATION REPORT PREPARED BY achary ondr IT PROJECT SCIENTIST PREPARED FOR City of Anna 111 N. Powell Parkway Anna, Texas 75409 fT SOIL SQE- CE LIC #ao5 IEWED BY 16 Kenneth S. Tramm, PhD, PG, CHMM SENIOR PROGRAM MANAGER 5100 THOMPSON TERRACE, COLLEYVILLE TEXAS 76034 1 F 682.223.1593 1 P 682.223.1322 © 2016 MODERN GEOSCIENCES. ALL RIGHTS RESERVED. www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS TABLE OF CONTENTS 1. INTRODUCTION......................................................................................................................................... 4 1.1 Project Background.................................................................................................................................4 1.2 Purpose...................................................................................................................................................4 2. PHYSICAL SETTING..................................................................................................................................... 6 2.1. Site Topography and Geology.................................................................................................................6 2.2. Regional Hydrogeology...........................................................................................................................6 2.3. Surface Water.........................................................................................................................................6 3. FIELD ACTIVITIES........................................................................................................................................ 7 3.1. Soil Borings..............................................................................................................................................7 3.2. Site Lithology...........................................................................................................................................8 3.3. Soil Sampling Methodology....................................................................................................................8 3.4. Groundwater Monitor Wells...................................................................................................................8 3.5. Groundwater Sampling Methodology....................................................................................................8 3.6. Laboratory Program................................................................................................................................9 4. SAMPLING RESULTS..................................................................................................................................10 4.1. Soil Results............................................................................................................................................10 4.1.1. Volatile Organic Compounds (VOCs)....................................................................................................10 4.1.2. Total Petroleum Hydrocarbons(TPH)...................................................................................................10 4.1.3. Metals...................................................................................................................................................10 4.1.4. Semi -volatile Organic Compounds(SVOCs)..........................................................................................11 4.1.5. Nitrate/Nitrite.......................................................................................................................................11 4.1.6. Pesticides..............................................................................................................................................11 4.2. Groundwater Results............................................................................................................................11 4.2.1. VOCs......................................................................................................................................................11 4.2.2. TPH........................................................................................................................................................11 4.2.3. Nitrate...................................................................................................................................................12 4.2.4. Pesticides..............................................................................................................................................12 4.3. Quality Assurance/Quality Control.......................................................................................................12 4.4. Investigation -Derived Waste(IDW)......................................................................................................12 PROJECT 16033 1 MARCH 8, 2016 I PAGE 2 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS S. FINDINGS AND CONCLUSIONS...................................................................................................................13 6. IMPORTANT ACRONYMS...........................................................................................................................15 7. LIMITATIONS AND EXCEPTIONS................................................................................................................18 TABLES FIGURES APPENDIX A- BORING AND WELL DOCUMENTATION B- LABORATORY ANALYTICAL DATA SHEETS AND CHAIN OF CUSTODY DOCUMENTATION C- SUPPORTING DOCUMENTATION PROJECT 16033 1 MARCH 8, 2016 1 PAGE 3 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 1. INTRODUCTION This report provides a summary of work performed by Modern Geosciences, LLC (Modern) in accordance with the authorized proposal and agreement for services. Investigation approaches were conducted consistent with applicable requirements outlined by the Texas Commission on Environmental Quality (TCEQ) to allow the use of the collected data within future regulatory reporting, if required. The subject property is hereafter referred to as the "Site." 1.1 PROJECT BACKGROUND The Site consists of an approximately 6.98-acre parcel of land located at the SEC of S. Powell Parkway (Highway 5) and W. 5t" Street in Anna, Texas. The Site currently consists of several commercial and agricultural structures, including a farm supply store, grain storage structures, car wash bays, storage unit buildings, and barns/warehouses. From at least the 1900s until the 1990s, the Anna Grain facility operated on -site and was utilized primarily as a grain storage and farm supply facility. A cotton gin operated in the western portion of the Site from the 1900s until sometime prior to 1942. In the 1990s the current storage unit buildings were constructed in the northern and northwestern portions of the Site. The farm supply facility ceased operation in October 2015. The Site location is depicted on Figure 1 (Topographic Map). A map of the Site depicting investigation points is provided as Figure 2 (Site Map). 1.2 PURPOSE The purpose of this Phase II Site Investigation (Phase II) is to identify, to the extent feasible pursuant to our approved scope of work and limitations discussed in this report, impact to soil, groundwater, or other media from potential releases associated with environmental concerns at the Site or neighboring facilities. Modern prepared a draft Phase I Environmental Site Assessment (ESA) dated February 24, 2016. The following on and off -site recognized environmental conditions (RECs) were identified in the draft Phase I ESA: ON -SITE RECs: ■ Anna Grain and Farm Store The facility has historically stored and sold various food and grain products in several areas of the Site. Based on the type of pesticides and fumigants commonly associated with these activities, the former food and grain storage activities represent an REC in connection with the Site. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 4 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ■ Former Cotton Gin A former cotton gin was noted to have been located on the western edge of the Site in the early 1900s. Based on the type of pesticides and defoliants commonly associated with cotton gin activities, this former operation is considered an REC in connection with the Site. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 5 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 2. PHYSICAL SETTING 2.1. SITE TOPOGRAPHY AND GEOLOGY According the 2013 USGS Anna, Texas Topographic Quadrangle, the Site is located between approximately 700 and 710 feet above mean sea level (AMSL) with a general slope to the southwest, toward Slayter Creek. According to the Geologic Atlas of Texas, Sherman Sheet, the Site is located on Cretaceous Age Austin Chalk (Kau) formation. The Austin Chalk consists of chalk with some interbeds and partings of calcareous clay in the upper and lower parts and thin -bedded marl with interbeds of massive chalk in the middle parts. It has an approximate thickness of 600 feet in the area of the Site. 2.2. REGIONAL HYDROGEOLOGY According to the Texas Water Development Board, the uppermost state recognized aquifer beneath the Site is the Woodbine Aquifer (minor aquifer), which is estimated to be approximately 1,000-1,100 bgs in the area of the Site. A shallow groundwater bearing unit (GWBU) was encountered between approximately two (2) and 20 feet bgs at the Site. 2.3. SURFACE WATER Based on review of the 2013 USGS Anna, Texas Topographic Quadrangle, the nearest surface water body relative to the Site is Slayter Creek, approximately 1,000 feet to the west. References included: USGS Topographic Map(s) — Anna, Texas Quadrangle, 2013 Bureau of Economic Geology Geologic Atlas of Texas, Sherman Sheet, 1991 Texas Water Development Board — Report 269 (April 1982) Data collected during this investigation, 2016 (Section 3) PROJECT 16033 1 MARCH 8, 2016 1 PAGE 6 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 3. FIELD ACTIVITIES Prior to drilling, an evaluation of site accessibility and utility hazards was performed. The Texas Excavation Safety System (TESS) was notified to identify potential subsurface utility hazards in the vicinity of the proposed boring locations. Additionally, a site -specific Health and Safety Plan (HASP) was prepared by Modern for use at the Site. All drilling services were performed by a licensed monitor well driller in the State of Texas (Riomar; Joshua, Texas). Drilling and sampling procedures are further documented in the following sections and in the appendices of this report. The site investigation activities were performed on February 10, 11, and 17, 2016, by Mr. Kenneth Tramm, Mr. Zachary Tondre, and Mrs. Deirdre Whittington of Modern. 3.1. SOIL BORINGS Modern's investigation activities included the advancement of 23 shallow soil borings (SB-1, SB-3, SB-4, SB-7 through SB-12, SB-14 through SB-16, SB-18, SB-19, and SB-21 through SB-29) up to 12 feet bgs using a drilling rig equipped with direct push technology and/or hand auger equipment. The shallow soil borings were installed to aid in the evaluation of shallow soil conditions throughout the Site. Additionally, Modern's investigation included the advancement of six (6) deep soil borings (MW-2, MW-5, MW-6, MW-13, MW-17, and MW-20) up to 25 feet below ground surface (bgs). All non -dedicated drilling and sampling equipment were cleaned prior to project commencement and between each soil boring using high-pressure cleaning equipment, hand rinsing with phosphate -free detergent, and a potable water rinse to minimize the potential for cross contamination. The soil borings were continuously logged in one -foot intervals to termination of the boring. Soil material was retrieved from the acetate sleeves and/or hand auger. Soil was logged for lithology, soil type, color, texture, and grain size in accordance with the USCS. Other physical characteristics, as applicable, were recorded on field boring logs; these included general recovery and unique sample characteristics, such as inclusions, staining, and detectable odors. Field screening was performed for each foot of sample retrieved from the boring(s). The soil was screened directly within the sampling sleeve and/or placed in a one -quart plastic bag and subjected to headspace analysis using a photoionization detector (PID). PID measurements were used to approximate areas of higher contaminant concentrations, thereby helping to adjust sampling locations in the field. PID measurements were logged in field documentation and the final logs. Boring logs are provided in Appendix A. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 7 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 3.2.SITE LITHOLOGY Lithology encountered in the shallow soil borings advanced at the Site generally consisted of clay from grade to approximately five (5) feet bgs followed by weathered limestone to the termination of the borings (approximately eight (8) feet bgs). Lithology encountered in the deep soil borings advanced at the Site generally consisted of clay from grade to approximately five (5) feet bgs. The clay units were underlain by weathered limestone from approximately five (5) feet bgs to between 12 and 17 feet bgs. The weathered limestone is underlain by unweathered limestone to the termination of the borings (17-25 feet bgs). Moisture was noted at approximately five (5) feet bgs during drilling activities. Lithology observed during advancement of the soil borings are presented on the borings logs included in Appendix A. 3.3. SOIL SAMPLING METHODOLOGY Soil samples collected for laboratory analysis from the soil borings were collected from the interval(s) exhibiting the highest PID reading, the capillary fringe zone, areas of lithologic significance and/or termination of the soil boring as determined appropriate by field personnel. Soil samples were transferred directly into the sample containers appropriate for the selected laboratory analysis and method. New disposable nitrile gloves were worn when handling each sample to mitigate the potential for cross -contamination. Each sample container was then labeled (e.g., boring number, sample interval, collection time, collection date, sample number, and/or other site identification information). All soil VOC sampling was completed using EPA Method 5035A to minimize loss of VOCs. 3.4.GROUNDWATER MONITOR WELLS Subsequent to completion, the deep soil borings (MW-2, MW-5, MW-6, MW-13, MW-17, and MW-20) were converted to monitor wells to allow for the evaluation of groundwater at the Site. The monitor wells were constructed using one -inch diameter Schedule 40 PVC pipe with 0.010-inch machine slotted screen and completed with 20/40 grade annular silica sand from the termination of the soil borings to approximately two - foot above the screened interval followed by a bentonite (hydrated) seal and well cover. The monitor well construction details are presented on the soil boring/monitor well logs included in Appendix A of this report. The monitor wells were noted to have a depth to water of between approximately two (2) and 20 feet bgs prior to purging and development. 3.5.GROUNDWATER SAMPLING METHODOLOGY Prior to sampling, the monitor wells were purged a minimum of three well volumes and sampled using dedicated bailers. New disposable nitrile gloves were worn when handling each sample to mitigate the potential for cross -contamination. The groundwater sample was transferred directly from the dedicated bailer into the sample containers appropriate for the desired laboratory analysis. Each sample container was then PROJECT 16033 1 MARCH 8, 2016 1 PAGE 8 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS labeled (e.g., monitor well number, collection time, collection date, and other relevant site identification information) and placed in a cooler with ice. 3.6. LABORATORY PROGRAM The soil and groundwater samples were placed in laboratory -supplied glassware and preserved in accordance with the selected analytical methods in a cooler with ice. The samples were shipped under chain -of -custody documentation to ESC Lab Sciences in Mt. Juliet, TN. The sample analysis included selective analysis of volatile organic compounds (VOCs) by EPA Method SW-846 826013, total petroleum hydrocarbons (TPH) by TCEQ Method TX1005 and TX1006, RCRA 8 metals by various EPA methods, semivolatile organic compounds (SVOCs) by EPA method SW-846 8270C, Pesticides by various EPA methods, Nitrate/Nitrite by EPA method SW-846 9056A, and pH by EPA method SW-846 9045D. The tabulated analytical results, listing of selected analyses and applicable regulatory thresholds are presented in the attached tables. The laboratory data sheets and chain -of -custody documentation are included in Appendix B. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 9 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 4. SAMPLING RESULTS This section includes reporting and evaluation of the laboratory analysis results as well as applicable regulatory comparison values. The tabulated laboratory results and applicable comparison values for soil and groundwater are provided in the appendix of this report. 4.1. SOIL RESULTS Soil analytical results collected from the Site were compared to the Texas Risk Reduction Program (TRRP) Tier 1 Residential Protective Concentration Levels (PCLs) for 0.5-acre source areas. The Critical PCL for each chemical of concern (COC) is the lower of the applicable PCLs (i.e., TotS011Comb' GWSoil,ng, AirS011lnh-v)• The final default assessment level for each COC is defined by TRRP as the Residential Assessment Level (RAL). The tabulated laboratory results and applicable comparison values for soil are provided in Tables 1 through 3 of this report. 4.1.1. VOLATILE ORGANIC COMPOUNDS (VOCS) The soil samples collected from the Site exhibited concentrations of 1,2,4-trimethyl benzene (up to 0.000244 mg/Kg), 2-butanone (up to 0.0179 mg/Kg), acetone (up to 0.0554 mg/Kg), ethylbenzene (up to 0.000385 mg/Kg), isopropyl benzene (up to 0.078 mg/Kg), methyl tertiary -butyl ether (up to 0.000328 mg/Kg), naphthalene (up to 0.0145 mg/Kg), n-butylbenzene (up to 0.0476 mg/Kg), n-propylbenzene (up to 0.126 mg/Kg), sec -butyl benzene (up to 0.171 mg/Kg), and tert-butylbenzene (up to 0.0127 mg/Kg) above laboratory method detection limits (MDLs), but below respective default RALs. 4.1.2. TOTAL PETROLEUM HYDROCARBONS (TPH) The soil samples collected from the Site exhibited TPH C12-C28 concentrations (up to 188 mg/Kg) above laboratory MDLs, but below the default RAL of 200 mg/Kg. One soil sample (B-2; 2-3') collected from the Site exhibited a TPH C28-C35 concentrations (335 mg/Kg) above the default RAL of 200 mg/Kg. The soil sample from soil boring B-1 (2-3') was further evaluated using TX1006 TPH speciation so a release - specific Tier 1 PCL could be developed. Based on this analysis, the resulting release -specific PCL of 9,750 mg/Kg was not exceeded. 4.1.3. METALS The soil samples collected from the Site exhibited concentrations of cadmium (up to 1.14 mg/Kg), chromium (up to 38.7 mg/Kg), and silver (up to 0.42 mg/Kg) above laboratory MDLs, but below respective default RALs. The soil samples collected from the Site exhibited concentrations of arsenic (up to 91.2 mg/Kg), barium (up to 1,010 mg/Kg), lead (up to 127 mg/Kg), selenium (up to 5.43 mg/Kg), and mercury (up to 0.225 mg/Kg), above respective default RALs. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 10 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS If the Site is further evaluated using TRRP, Modern can develop site -specific Tier 2 PCLs in accordance with 30 TAC §350.75(b)(1) and TCEQ Regulatory Guidance — Tiered Development of Human Health PCLs (RG-366/TRRP-22). Based on our experience, the barium, lead, selenium, and mercury concentrations identified on site would likely be below site -specific Tier 2 PCLs for groundwater protection and not require corrective action. However, the elevated arsenic identified in the soil samples from soil boring B-16 exceed the Residential T°`SoilComb PCL of 24 mg/Kg and will likely require further corrective action. 4.1.4. SEMI -VOLATILE ORGANIC COMPOUNDS (SVOCS) The soil samples collected from the Site did not exhibit detections of SVOCs above laboratory MDLs. 4.1.5. NITRATE/NITRITE The soil samples collected from the Site exhibited nitrate/nitrite concentrations (up to 2.87 mg/Kg) below the lower of the default RALs for nitrate and nitrite. 4.1.6. PESTICIDES The soil samples collected from the Site did not exhibit detections of pesticides above laboratory MDLs. 4.2. GROUNDWATER RESULTS Groundwater analytical results collected from monitor wells at the Site were compared to the TRRP Tier 1 PCLs for 0.5-acre source areas. The Critical PCL for each COC is the lower of the applicable PCLs (i.e., GwGWI,g and Ai'GWInh_ ). The final default assessment level for each COC is defined by TRRP as the Residential Assessment Level (RAL). The tabulated laboratory results and applicable comparison values for groundwater are provided in Tables 4 and 5 of this report. 4.2.1. VOCS The groundwater samples collected from the permanent monitor wells exhibited concentrations of methylene chloride (up to 0.022 mg/L) above the default RAL. However, it is anticipated this exceedance is related to laboratory interference as methylene chloride is a common cleaning agent in laboratory settings and was noted in laboratory quality controls documents as being outside of recovery goals. Additional verification sampling may be required to satisfy TCEQ reporting obligations. 4.2.2. TPH The groundwater samples collected from the permanent monitor wells did not exhibit detections of TPH concentrations above laboratory MDLs. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 11 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 4.2.3. NITRATE The groundwater samples collected from the permanent monitor wells exhibited nitrate concentrations (up to 7.9 mg/Kg) above laboratory MDLs, but below the default RAL (10 mg/L). 4.2.4. PESTICIDES The groundwater samples collected from the permanent monitor wells did not exhibit detections of pesticide concentrations above laboratory MDLs. 4.3.QUALITY ASSURANCE/QUALITY CONTROL Analytical data reported for the soil and groundwater samples collected during this investigation were reviewed to determine general compliance with the Data Usability requirements outlined by the TCEQ in TRRP RG- 36/TRRP 13 (Review and Reporting of COC Concentration Data under TRRP). Based on review of the analytical results and Laboratory Review Checklist's (LRCs), the data are considered usable for the purpose of determining current COC concentrations in the sampled media at the Site. 4.4. INVESTIGATION -DERIVED WASTE (IDW) Modern collected a composite sample of staged IDW and evaluated for RCRA 8 metals, TPH, and VOCs. Of these, only mercury (0.414 mg/Kg) and lead (17.2 mg/Kg) were noted above default RALs. Since additional evaluation of metal PCLs are anticipated, it is recommended that the applicable residential PCLs be determined prior to waste management. If the resulting Tier 2 PCLs are above the lead and mercury levels noted, the staged soil can be dispersed on site with the consent of the landowner. Alternately, Modern can assist in the profiling and disposal at an off -site permitted landfill if requested. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 12 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS S. FINDINGS AND CONCLUSIONS Based on the data collected during this assessment, Modern has developed the following findings and conclusions. ■ Modern installed 29 soil borings at the Site to evaluate potential environmental concerns noted during the preparation of a Phase I ESA. Six (6) of the soil borings was converted to permanent monitor wells to allow for the evaluation of groundwater. ■ Based on the results of this investigation, VOC, TPH, metals, and nitrate/nitrite concentrations were detected in the soil samples collected from the Site above laboratory method detection limits (MDLs). Of these detections, only TPH C12-C28, arsenic, barium, lead, selenium, and mercury were noted above the default Residential Assessment levels (RALs) used for determining reporting requirements under TRRP (Determining Which Releases are Subject to TRRP; November 2010). Although the TPH C12-C28 concentration identified in soil sample B-1(2-3') exceeds the default RAL, it does not exceed the release -specific Tier 1 PCL comparison value calculated by Modern. If the Site is further evaluated using TRRP, Modern can develop site -specific Tier 2 PCLs in accordance with 30 TAC §350.75(b)(1) and TCEQ Regulatory Guidance — Tiered Development of Human Health PCLs (RG-366/TRRP-22). Based on our experience, the barium, lead, selenium, and mercury concentrations identified on site would likely be below site -specific Tier 2 PCLs for groundwater protection and not require corrective action. However, the elevated arsenic identified in the soil samples from soil boring B-16 exceed the Residential TotSoilComb PCL of 24 mg/Kg and will likely require further corrective action. ■ Based on the results of this investigation, VOCs and nitrate concentrations were detected in the groundwater samples collected from the Site above laboratory MDLs. Of these detections, only methylene chloride was noted above the default RAL. However, it is anticipated this exceedance is related to laboratory interference as methylene chloride is a common cleaning agent in laboratory settings and was noted in laboratory quality controls documents as being outside of recovery goals. Additional verification sampling may be required to satisfy TCEQ reporting obligations. ■ Modern collected a composite sample of staged investigation -derived waste (IDW; 5 drums) and evaluated for RCRA 8 metals, TPH, and VOCs. Of these, only mercury (0.414 mg/Kg) and lead (17.2 mg/Kg) were noted above default RALs. Since additional evaluation of metal PCLs are anticipated, it is recommended that the applicable residential PCLs be determined prior to waste management. If the resulting Tier 2 PCLs are above the lead and mercury levels noted, the staged soil can be dispersed on site with the consent of the landowner. Alternately, Modern can assist in the profiling and disposal at an off -site permitted landfill if requested. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 13 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS ■ Identification of a release above applicable regulatory thresholds can impose reporting obligations to owners and/or operators of a property. As appropriate, consultation with an environmental attorney can aid in this determination. Modern can assist with the preparation of applicable reporting documentation and development of a regulatory closure strategy if requested. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 14 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 1-1 ;:MIM I161:4 AMSL Above mean sea level AST Aboveground storage tank ASTM ASTM International BGS Below Ground Surface CERCLA Comprehensive Environmental Response, Compensation and Liability Act of 1980 CESQG Conditionally Exempt Small Quantity Generator COC Chemical of Concern DOT Department of Transportation ESA Environmental Site Assessment FRP Fiberglass Reinforced Plastic HASP Health and Safety Plan IC Institutional Control IDW Investigation -Derived Waste IHW TCEQ Industrial & Hazardous Waste Program IOP TCEQ Innocent Owner / Operator Program LQG Large Quantity Generator LPST Leaking Petroleum Storage Tank LRC Laboratory Review Checklist MODERN Modern Geosciences, LLC MSD Municipal Setting Designation MW Monitor Well NETR NETR Real Estate Research & Information PAH Polycyclic Aromatic Hydrocarbon PCB Polychlorinated Biphenyl PCL Protective Concentration Level PROJECT 16033 1 MARCH 8, 2016 1 PAGE 15 www.MODERNGEOSCIENCES.com MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS PID Photo Ionization Detector PSA Professional Services Agreement PST TCEQ Petroleum Storage Tank Program RAL Residential Assessment Level RBEL Risk Based Exposure Limit RCRA Resource Conservation and Recovery Act REC Recognized Environmental Concern RG Regulatory Guidance ROD Record of Decision RRC Texas Railroad Commission SGMP Soilgas Monitor Point SPLP Synthetic Precipitation Leaching Procedure SQG Small Quantity Generators List SWF/LF Solid Waste Facilities / Landfill Sites TAC Texas Administrative Code TCEQ Texas Commission on Environmental Quality TPH Total Petroleum Hydrocarbons LPST Leaking Petroleum Storage Tank TESS Texas Excavation Safety System TPWD Texas Parks and Wildlife Department TRRP Texas Risk Reduction Program TSD Treatment, Storage, and Disposal TSSBC Texas -Specific Soil Background Concentration TWDB Texas Water Development Board TXU Texas Utilities USACE U.S. Army Corps of Engineers PROJECT 16033 1 MARCH 8, 2016 1 PAGE 16 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS USC United States Code USCS Unified Soil Classification System USEPA United States Environmental Protection Agency USGS United States Geological Survey UST Underground Storage Tank VCP Voluntary Cleanup Program VIC Vapor Intrusion Condition VISL Vapor Intrusion Screening Level VOC Volatile Organic Compound PROJECT 16033 1 MARCH 8, 2016 1 PAGE 17 www.MODERNGEOSCIENCES.com a MODERN GEOSCIENCES TRUSTED ENVIRONMENTAL ADVISORS 7. LIMITATIONS AND EXCEPTIONS Modern's services were performed in a manner consistent with a level of care and skill ordinarily exercised by other members of our profession practicing in the same locality, under similar conditions and at the time the services were performed. The scope of services performed was in accordance with the scope of work agreed with by our client, as set forth in our proposal and related authorization agreement(s). Our findings are based only on the information available for review at the time of reporting. This included a limited number of observations and data points. It is likely that conditions will vary between or beyond the specific points evaluated. Environmental conditions at areas or portions of the Site where sampling was not conducted may vary from those encountered at actual sample locations. Further, certain indicators for the presence of hazardous materials or other constituents may have been latent, inaccessible, unobservable, or not present during Modern's performance of its services, and Modern cannot represent that the Site contains no hazardous materials or other latent conditions beyond those identified in connection with this effort. Modern does not warrant the work of third parties supplying information used in the report (e.g. laboratories, regulatory agencies or other consultants). All information gathered by Modern is considered confidential and will be released only upon written directive from our client or as required by law. The use of this report by parties that have not been authorized to rely on it is at the sole risk of those parties. It should be recognized that definition and evaluation of geologic and environmental conditions are a difficult and inexact science. Judgments leading to conclusions and recommendations are generally made with incomplete knowledge of the subsurface conditions present due to the limitations of data from field studies. Although risk can never be eliminated, more exhaustive studies will produce additional data, which can help understand and manage the level of risk present. Since more detailed studies require greater expense, our clients participate in the determination of acceptable risk for their purposes. Laws, regulations and professional standards applicable to Modern's services are continually evolving. Techniques are, by necessity, often new and relatively untested. Different professionals may adopt different approaches to address similar problems. As such, our services are intended to provide our client with additional information to suit their individual needs. PROJECT 16033 1 MARCH 8, 2016 1 PAGE 18 www.MODERNGEOSCIENCES.com Al WE V MODERN GEDSCIENCES TR LISTED ENVIRONMENTAL ADVISORS TABLES www.MODERNGEOSCIENCES.com Table 1: Soil Results - VOCs & TPH Anna Grain Anna, Texas Sample Point: B-1 MW-2 Sample Date: 2/10/2016 2/10/2016 Sample Interval: 2-3' 17-18' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00115 NO 0.00111 NO 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00115 ND 0.00116 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00115 ND 0.00116 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00115 ND 0.00116 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00115 ND 0.00116 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00115 ND 0.00116 ND 1,1-Dichlor_thy,_(Vlnylldene Chloride) 75-35-4 0.05 2300 0.05 0 0.00115 ND 0.00116 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00115 ND 0.00116 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00115 ND 0.00116 ND 1,2,3-Tiichloropropane 96-184 0,00053 0.2 0.00053 0 0.00287 ND 0.00291 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00115 ND 0.00116 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00115 ND 0.00116 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00115 0.000244 1 0.00116 ND 1,2-Dibromo-3-chlompropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00573 ND 0.00582 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00115 ND 0.00116 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00115 ND 0.00116 ND 1,2-Dichloroethane(Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00115 ND 0.00116 ND 1,2-Dichlompropanepropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00115 ND 0.00116 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00115 ND 0.00116 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00115 ND 0.00116 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00115 ND 0.00116 ND 1,4-Dichlorobenzene 106-46-7 2.1 250 2.1 0 0.00115 ND 0.00116 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00115 ND 0.00116 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0115 0.0179 0.0116 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0573 ND 0.0582 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00115 ND 0.00116 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00115 ND 0.00116 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0115 ND 0.0116 ND Acetone 67-64-1 43 66000 43 0.0554 1.15 0.0554 1 1.16 ND Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0115 ND 0.0116 ND Benzene 71-43-2 0.026 120 0.026 0 0.00115 ND 0.00116 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00115 ND 0.00116 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00143 ND 0.00146 ND Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00115 ND 0.00116 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00573 ND 0.00582 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00115 ND 0.00116 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00115 ND 0.00116 ND Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00115 ND 0.00116 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00573 ND 0.00582 ND Chloroform 67-66-3 1 16 1 0 0.00573 ND 0.00582 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00287 ND 0.00291 ND cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00115 ND 0.00116 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00115 ND 0.00116 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00115 ND 0.00116 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00573 ND 0.00582 ND Diisopmpyl ether 108-20-3 12 4600 12 0 0.00115 ND 0.00116 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00115 ND 0.00116 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00115 ND 0.00116 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00115 ND 0.00116 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00115 ND 0.00116 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00573 ND 0.00582 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00573 ND 0.00582 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00115 ND 0.00116 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00115 ND 0.00116 ND p-I sopropyltoluene 99-87-6 230 8200 230 0 0.00115 ND 0.00116 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00115 ND 0.00116 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00115 ND 0.00116 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00115 ND 0.00116 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00115 ND 0.00116 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00573 ND 0.00582 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00115 ND 0.00116 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00115 ND 0.00116 ND Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00115 ND 0.00116 ND Trichl orofluoromethane 75-69-4 130 25000 130 0 0.00573 ND 0.00582 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00115 ND 0.00116 ND Xylenestal) (To 1330-20-7 120 6000 120 1 0 j 0.00344 ND 0.00349 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) IN 65 1,600 65 0 57.3 ND 58.2 ND TPH (C12-C28) NL 200 2,300 200 188 57.3 I88 58.2 NO TPH (C28-C35) NL 200 2,300 200 335 57.3 335 58.2 ND TPH Total(C6-C35) NL NE NE NE 522 57.3 522 58.2 ND Total TP H Release Specific Tier 1 TotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 9750 NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 18000 NA C7 to C8 Aromatic Hydrocarbons IN 420 3300 420 0 22.9 ND NA C8 to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 22.9 ND NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 22.9 ND NA C32 to C36 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 22.9 ND NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 22.9 ND NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 22.9 56 NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 22.9 ND NA Cato C10 Aliphatic Hydrocarbons NL 65 1600 65 0 22.9 ND NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 22.9 ND NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 22.9 ND NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 22.9 ND NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 22.9 217 NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value (TISti RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BE Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy NO = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 1 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-3 2/10/2016 4-5' MW-5 2/10/2016 7-8' 4 • E' •�• r 1, 1, 1,2-Tetrachloroethane 630-20-6 1A 65 1.4 0 0.00117 NO 0.00121 NO 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00117 ND 0.00121 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00117 ND 0.00121 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00117 ND 0.00121 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00117 ND 0.00121 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00117 ND 0.00121 ND 1,1-Dichlor_thy,_(Vlnylldene Chloride) 75-35-4 0.05 2300 0.05 0 0.00117 ND 0.00121 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00117 ND 0.00121 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00117 ND 0.00121 ND 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00292 ND 0.00303 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00117 ND 0.00121 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00117 ND 0.00121 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00117 ND 0.00121 ND 1,2-Dibromo-3-chlompropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00583 ND 0.00606 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00117 ND 0.00121 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00117 ND 0.00121 ND 1,2-Dichloroethane(Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00117 ND 0.00121 ND 1,2-Dichloropropane propylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00117 ND 0.00121 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00117 ND 0.00121 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00117 ND 0.00121 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00117 ND 0.00121 ND 1,4-Dichlorobenzene 106-46-7 2.1 250 2.1 0 0.00117 ND 0.00121 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00117 ND 0.00121 ND 2-Butanone(Mi 78-93-3 29 40000 29 0.0179 0.0117 ND 0.0121 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0583 ND 0.0606 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00117 ND 0.00121 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00117 ND 0.00121 ND 4-Methyl-2-pentanone(11011 108-10-1 4.9 5900 4.9 0 0.0117 ND 0.0121 ND Acetone 67-64-1 43 66000 43 0.0554 1.17 ND 1.21 ND Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0117 ND 0.0121 ND Benzene 71-43-2 0.026 120 0.026 0 0.00117 ND 0.00121 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00117 ND 0.00121 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00146 ND 0.00152 ND Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00117 ND 0.00121 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00583 ND 0.00606 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00117 ND 0.00121 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00117 ND 0.00121 ND Chlor.dlbromomethane 124-48-1 0.049 72 0.049 0 0.00117 ND 0.00121 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00583 ND 0.00606 ND Chloroform 67-66-3 1 16 1 0 0.00583 ND 0.00606 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00292 ND 0.00303 ND cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00117 ND 0.00121 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00117 ND 0.00121 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00117 ND 0.00121 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00583 ND 0.00606 ND Diisopropyl ether 108-20-3 12 4600 12 0 0.00117 ND 0.00121 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00117 ND 0.00121 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00117 ND 0.00121 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00117 ND 0.00121 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00117 ND 0.00121 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00583 ND 0.00606 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00583 ND 0.00606 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00117 ND 0.00121 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00117 ND 0.00121 ND p-1 sopropyltoluene 99-87-6 230 8200 230 0 0.00117 ND 0.00121 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00117 ND 0.00121 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00117 ND 0.00121 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00117 ND 0.00121 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00117 ND 0.00121 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00583 ND 0.00606 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00117 ND 0.00121 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00117 ND 0.00121 ND Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00117 ND 0.00121 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00583 ND 0.00606 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00117 ND 0.00121 ND Xylenes(Total) 1330-20-7 120 6000 120 0 0.0035 ND 0.00364 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 58.3 NO 50.6 ND TPH IC12-C28) NL 200 2,300 200 188 58.3 NO 60.6 NO TPH (C28-C35) NL 200 2,300 200 335 58.3 ND 60.6 ND TPH Total(C6-C35) NL NE NE NE 522 58.3 ND 60.6 ND Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons IN 420 3300 420 0 NA NA CS to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C32 to C36 Aromatic Hydrocarbons NL 49000 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 2 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: MW-5 2/10/2016 15-16' MW-6 2/10/2016 0-1' 1,1,1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00124 NO 0.00611 NO 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00124 ND 0.00677 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00124 ND 0.00677 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00124 ND 0.00677 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00124 ND 0.00677 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00124 ND 0.00677 ND 1,1-Dichlor_thy,_(Vlnylldene Chloride) 75-35-4 0.05 2300 0.05 0 0.00124 ND 0.00677 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00124 ND 0.00677 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00124 ND 0.00677 ND 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.0031 ND 0.0169 ND J3 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00124 ND 0.00677 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00124 ND 0.00677 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00124 ND 0.00677 ND 1,2-Dibromo-3-chlompropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00621 ND 0.0339 ND J3 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00124 ND 0.00677 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00124 ND 0.00677 ND 1,2-Dichloroethane(Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00124 ND 0.00677 ND 1,2-Dichloropropane propylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00124 ND 0.00677 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00124 ND 0.00677 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00124 ND 0.00677 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00124 ND 0.00677 ND 1,4-Dichlorobenzene 106-46-7 2.1 250 2.1 0 0.00124 ND 0.00677 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00124 ND 0.00677 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0124 ND 0.0677 ND J3 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0621 ND 0.339 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00124 ND 0.00677 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00124 ND 0.00677 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0124 ND 0.0677 ND J3 Acetone 67-64-1 43 66000 43 0.0554 1.24 ND 6.77 ND 13 Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0124 ND 0.0677 ND J3 Benzene 71-43-2 0.026 120 0.026 0 0.00124 ND 0.00677 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00124 ND 0.00677 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00155 ND 0.00846 ND Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00124 ND 0.00677 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00621 ND 0.0339 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00124 ND 0.00677 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00124 ND 0.00677 ND Chlor.dlbromomethane 124-48-1 0.049 72 0.049 0 0.00124 ND 0.00677 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00621 ND 0.0339 ND Chloroform 67-66-3 1 16 1 0 0.00621 ND 0.0339 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.0031 ND 0.0169 ND cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00124 ND 0.00677 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00124 ND 0.00677 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00124 ND 0.00677 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00621 ND 0.0339 ND Diisopmpyl ether 108-20-3 12 4600 12 0 0.00124 ND 0.00677 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00124 0.000385 J 0.00677 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00124 ND 0.00677 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00124 ND 0.00677 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00124 ND 0.00677 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00621 ND 0.0339 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00621 ND 0.0339 ND J3 n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00124 ND 0.00677 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00124 ND 0.00677 ND p-I sopropyltoluene 99-87-6 230 8200 230 0 0.00124 ND 0.00677 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00124 ND 0.00677 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00124 ND 0.00677 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00124 ND 0.00677 ND Tetrachloroethylene (Perchloroethylene) 12 -11-1 0.05 710 1 0 0.00124 ND 0.00677 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00621 ND 0.0339 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00124 ND 0.00677 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00124 ND 0.00677 ND Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00124 ND 0.00677 ND Trichl orofluoromethane 75-69-4 130 25000 130 0 0.00621 ND 0.0339 ND Vinyl Chloride 75-01-4 0.022 3.7 0.011 0 0.00124 ND 0.00677 ND Xylenes(Total) 1330-20-7 120 6000 120 0 1 0.00373 ND 0.0203 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 NA NA TPH C12-C28) I NL 200 2,300 200 188 NA NA TPH C28-C35) NL 200 2,300 200 335 NA NA TPH Total(C6-C35) NL NE NE NE 522 NA NA Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons IN 420 3300 420 0 NA NA CS to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C32 to C36 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy NO = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 3 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: MW-6 2/10/2016 34 MW-6 2/10/2016 19-20' 1,1,1,2-Tetrachloroethane 630-20-6 1A 65 1.4 0 0.00135 NO 0.00111 NO 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00135 ND 0.00111 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00135 ND 0.00111 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00135 ND 0.00111 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00135 ND 0.00111 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00135 ND 0.00111 ND 1,1-Dichlor_thy,_(Vlnylldene Chloride) 75-35-4 0.05 2300 0.05 0 0.00135 ND 0.00111 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00135 ND 0.00111 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00135 ND 0.00111 ND 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00337 ND 0.00277 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00135 ND 0.00111 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00135 ND 0.00111 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00135 ND 0.00111 ND 1,2-Dibromo-3-chlompropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00674 ND 0.00555 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00135 ND 0.00111 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00135 ND 0.00111 ND 1,2-Dichloroethane(Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00135 ND 0.00111 ND 1,2-Dichloropropane propylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00135 ND 0.00111 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00135 ND 0.00111 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00135 ND 0.00111 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00135 ND 0.00111 NO 1,4-Dichlorobenzene 106-46-7 2.1 250 2.1 0 0.00135 ND 0.00111 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00135 ND 0.00111 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0135 ND 0.0111 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0674 ND 0.0555 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00135 ND 0.00111 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00135 ND 0.00111 ND 4-Methyl-2-pentanone(11011 108-10-1 4.9 5900 4.9 0 0.0135 ND 0.0111 ND Acetone 67-64-1 43 66000 43 0.0554 1.35 ND 1.11 ND Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0135 ND 0.0111 ND Benzene 71-43-2 0.026 120 0.026 0 0.00135 ND 0.00111 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00135 ND 0.00111 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00168 ND 0.00139 ND Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00135 ND 0.00111 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00674 ND 0.00555 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00135 ND 0.00111 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00135 ND 0.00111 ND Chlor.dlbromomethane 124-48-1 0.049 72 0.049 0 0.00135 ND 0.00111 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00674 ND 0.00555 ND Chloroform 67-66-3 1 16 1 0 0.00674 ND 0.00555 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00337 ND 0.00277 ND cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00135 ND 0.00111 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00135 ND 0.00111 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00135 ND 0.00111 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00674 ND 0.00555 ND Diisopmpyl ether 108-20-3 12 4600 12 0 0.00135 ND 0.00111 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00135 ND 0.00111 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00135 ND 0.00111 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00135 ND 0.00111 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00135 ND 0.00111 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00674 ND 0.00555 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00674 ND 0.00555 ND n-Butylbenzene 104-51-8 ISO 3300 150 0.0476 0.00135 ND 0.00111 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00135 ND 0.00111 ND p-1 sopropyltoluene 99-87-6 230 8200 230 0 0.00135 ND 0.00111 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00135 ND 0.00111 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00135 ND 0.00111 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00135 ND 0.00111 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00135 ND 0.00111 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00674 ND 0.00555 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00135 ND 0.00111 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00135 ND 0.00111 ND Trichloroethene(Tnchlcroethylene) 79-01-6 0.034 18 0.034 0 0.00135 ND 0.00111 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00674 ND 0.00555 ND Vinyl Chloride 75-01-4 0.022 3.7 0.011 0 0.00135 ND 0.00111 NO Xylenestal) (To 1330-20-7 120 6000 120 1 0 I 0.0D404 I ND I 1 0.00333 1ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 67.4 NO 55.5 ND TPH ICI2-C28) NL 200 2,300 200 188 67.4 ND 55.5 ND TPH (C28-C35) NL 200 2,300 200 335 67.4 ND 55.5 ND TPH Total(C6-C35) NL NE NE NE 522 67.4 ND 55.5 ND Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons IN 420 3300 420 0 NA NA CS to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA CIO to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C32 to C36 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in mg/Kg GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value (TISti RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SOL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy NO = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 4 of 19 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-7 2/10/2016 0-1' B-8 2/10/2016 34 4 E •� r 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00125 N0 0.0061 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00125 ND 0.0067 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00125 ND 0.0067 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00125 ND 0.0067 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00125 ND 0.0067 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00125 ND 0.0067 ND 1,1-Dichlor_thy,_(Vlnylldene Chloride) 75-35-4 0.05 2300 0.05 0 0.00125 ND 0.0067 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00125 ND 0.0067 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00125 ND 0.0067 ND 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00312 ND 0.0167 ND J3 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00125 ND 0.0067 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00125 ND 0.0067 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00125 ND 0.0067 ND 1,2-Dibromo-3-chlompropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00625 ND 0.0335 ND 13 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00125 ND 0.0067 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00125 ND 0.0067 ND 1,2-Dichloroethane(Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00125 ND 0.0067 ND 1,2-Dichloropropane propylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00125 ND 0.0067 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00125 ND 0.0067 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00125 ND 0.0067 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00125 ND 0.0067 ND 1,4-Dichlorobenzene 106-46-7 2.1 250 2.1 0 0.00125 ND 0.0067 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00125 ND 0.0067 ND 2-Butanone(Mi 78-93-3 29 40000 29 0.0179 0.0125 ND 0.067 ND 13 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0625 ND 0.335 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00125 ND 0.0067 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00125 ND 0.0067 ND 4-Methyl-2-pentanone(11011 108-10-1 4.9 5900 4.9 0 0.0125 ND 0.067 ND 13 Acetone 67-64-1 43 66000 43 0.0554 1.25 ND 6.7 ND 13 Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0125 ND 0.067 ND ABenzene 71-43-2 0.026 120 0.026 0 0.00125 ND 0.0067 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00125 ND 0.0067 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00156 ND 0.00837 ND Bromoform (Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00125 ND 0.0067 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00625 ND 0.0335 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00125 ND 0.0067 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00125 ND 0.0067 ND Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00125 ND 0.0067 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00625 ND 0.0335 ND Chloroform 67-66-3 1 16 1 0 0.00625 ND 0.0335 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00312 ND 0.0167 ND cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00125 ND 0.0067 ND cis -1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00125 ND 0.0067 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00125 ND 0.0067 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00625 ND 0.0335 ND Diisopmpyl ether 108-20-3 12 4600 12 0 0.00125 ND 0.0067 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00125 ND 0.0067 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00125 ND 0.0067 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00125 ND 0.0067 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00125 ND 0.0067 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00625 ND 0.0335 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00625 ND 0.0335 ND 13 n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00125 ND 0.0067 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00125 ND 0.0067 ND p-1 sopropyltoluene 99-87-6 230 8200 230 0 0.00125 ND 0.0067 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00125 ND 0.0067 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00125 ND 0.0067 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00125 ND 0.0067 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00125 ND 0.0067 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00625 ND 0.0335 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00125 ND 0.0067 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00125 ND 0.0067 ND Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00125 ND 0.0067 ND Trichl orofluoromethane 75-69-4 130 25000 130 0 0.00625 ND 0.0335 ND Vinyl Chloride 75-01-4 0.022 3.7 0.011 0 0.00121 ND 0.0067 ND Xylenes(Tti 1.0-20-7 120 6000 120 0 0.00375 1 ND 0.0201 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 62.5 ND 67 ND TPH C12-C28) I NL 200 2,300 200 188 62.5 NO 67 NO TPH C28-C35) NL 200 2,300 200 335 62.5 ND 67 ND TPH Total (C6 - C35) NL NE NE NE 522 62.5 ND 67 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value (TISti RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BE Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 5 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: 3-9 2/10/2016 0-1' B-10 2/10/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00136 ND 0,00134 NO 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00136 ND 0,00134 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00136 ND 0.00134 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00136 ND 0.00134 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00136 ND 0.00134 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00136 ND 0.00134 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00136 ND 0.00134 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00136 ND 0.00134 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00136 ND 0.00134 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.0034 ND 0.00336 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00136 ND 0.00134 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00136 ND 0.00134 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00136 ND 0.00134 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00679 ND 0.00672 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00136 ND 0.00134 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00136 ND 0.00134 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00136 ND 0.00134 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00136 ND 0.00134 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00136 ND 0.00134 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00136 ND 0.00134 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00136 ND 0.00134 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00136 ND 0.00134 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00136 ND 0.00134 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0136 ND 0.0134 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0679 ND 0.0672 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00136 ND 0.00134 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00136 ND 0.00134 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0136 ND 0.0134 ND Acetone 67-64-1 43 66000 43 0.0554 1.36 ND 1.34 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0136 ND 0.0134 ND Benzene 71-43-2 0.026 120 0.026 0 0.00136 ND 0.00134 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00136 ND 0.00134 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.0017 ND 0.00168 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00136 ND 0.00134 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00679 ND 0.00672 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00136 ND 0.00134 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00136 ND 0.00134 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00136 ND 0.00134 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00679 ND 0.00672 ND Chloroform 67-66-3 1 16 1 0 0.00679 ND 0.00672 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.0034 ND 0.00336 NO cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00136 ND 0.00134 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00136 ND 0.00134 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00136 ND 0.00134 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00679 ND 0.00672 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00136 ND 0.00134 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00136 ND 0.00134 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00136 ND 0.00134 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00136 ND 0.00134 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00136 ND 0.00134 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00679 ND 0.00672 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00679 ND 0.00672 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00136 ND 0.00134 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00136 ND 0.00134 ND p-I sopmpyltoluene 99-87-6 230 8200 230 0 0.00136 ND 0.00134 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00136 ND 0.00134 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00136 ND 0.00134 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00136 ND 0.00134 ND Tetrachloroethylene (Perchloroethylene) 127-18-4 0.05 710 1 0 0.00136 ND 0.00134 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00679 ND 0.00672 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00136 ND 0.00134 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00136 ND 0.00134 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00136 ND 0.00134 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00679 ND 0.00672 ND Vinyl Chloride 75-01-4 0.022 3.7 0.011 0 0.00136 ND 0.00134 ND Xylenes(Total) 1.0-20-7 120 WOO 120 0 1 0.00408 ND 0.00403 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 NA 67.2 ND TPH IC12-C28) NL 200 2,300 200 188 NA 67.2 ND TPH (C28-C35) NL 200 2,300 200 335 NA 67.2 No TPH Total(C6-C35) NL NE NE NE 522 NA 67.2 ND Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons IN 420 3300 420 0 NA NA CS to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C32 to C36 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 6 of 19 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-11 2/10/2016 0-1' B-12 2/10/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00145 ND 0.00125 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00145 ND 0,00125 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00145 ND 0.00125 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00145 ND 0.00125 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00145 ND 0.00125 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00145 ND 0.00125 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00145 ND 0.00125 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00145 ND 0.00125 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00145 ND 0.00125 ND 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00361 ND 0.00312 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00145 ND 0.00125 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00145 ND 0.00125 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00145 ND 0.00125 ND 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00723 ND 0.00624 ND 1,2-Di bromaethane(Ethylene Dibr iri 106-93-4 0.00021 0.73 0.00021 0 0.00145 ND 0.00125 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00145 ND 0.00125 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00145 ND 0.00125 ND 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00145 ND 0.00125 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00145 ND 0.00125 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00145 ND 0.00125 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00145 ND 0.00125 ND 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00145 ND 0.00125 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00145 ND 0.00125 ND 2-Butanone(Mi 78-93-3 29 40000 29 0.0179 0.0145 ND 0.0125 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0723 ND 0.0624 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00145 ND 0.00125 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00145 ND 0.00125 ND 4-Methyl-2-pentanone(Mli 108-10-1 4.9 5900 4.9 0 0.0145 ND 0.0125 ND Acetone 67-64-1 43 66000 43 0.0554 1.45 ND 1.25 0.018 1 Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0145 ND 0.0125 ND Benzene 71-43-2 0.026 120 0.026 0 0.00145 ND 0.00125 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00145 ND 0.00125 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00181 ND 0.00156 ND Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00145 ND 0.00125 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00723 ND 0.00624 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00145 ND 0.00125 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00145 ND 0.00125 ND Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00145 ND 0.00125 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00723 ND 0.00624 ND Chloroform 67-66-3 1 16 1 0 0.00723 ND 0.00624 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00361 ND 0.00312 ND cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00145 ND 0.00125 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00145 ND 0.00125 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00145 ND 0.00125 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00723 ND 0.00624 ND Diisopmpyl ether 108-20-3 12 4600 12 0 0.00145 ND 0.00125 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00145 ND 0.00125 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00145 ND 0.00125 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00145 ND 0.00125 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00145 ND 0.00125 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00723 ND 0.00624 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00723 ND 0.00624 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00145 ND 0.00125 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00145 ND 0.00125 ND p-I sopropyltoluene 99-87-6 230 8200 230 0 0.00145 ND 0.00125 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00145 ND 0.00125 0.00106 1 Styrene 100-42-5 3.3 6700 3.3 0 0.00145 ND 0.00125 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00145 ND 0.00125 ND Tetrachloroethylene (Perchloroethylene) 127-18-4 0.05 710 1 0 0.00145 ND 0.00125 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00723 ND 0.00624 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00145 ND 0.00125 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00145 ND 0.00125 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00145 ND 0.00125 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00723 ND 0.00624 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00145 ND 0.00125 ND Xylenes(Total) 1330-20-7 120 6000 120 1 0 I O.OD434 I ND 1 0.00374 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 69.5 ND 62.4 ND TPH C12-C28) I NL 200 2,300 200 188 69.5 NO 62.4 165 TPH C28-C35) NL 200 2,300 200 335 69.5 ND 62.4 No TPH Total (C6 - C35) NL NE NE NE 522 69.5 ND 62.4 165 Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Col umn See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column ISO NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49000 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or B6 Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 7 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-12 2/10/2016 6-7' MW-13 2/11/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00135 ND 0,00136 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00135 ND 0,00136 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00135 ND 0.00136 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00135 ND 0.00136 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00135 ND 0.00136 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00135 ND 0.00136 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00135 ND 0.00136 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00135 ND 0.00136 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00135 ND 0.00136 ND 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00338 ND 0.00339 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00135 ND 0.00136 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00135 ND 0.00136 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00135 ND 0.00136 ND 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00676 ND 0.00679 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00135 ND 0.00136 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00135 ND 0.00136 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00135 ND 0.00136 ND 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00135 ND 0.00136 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00135 ND 0.00136 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00135 ND 0.00136 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00135 ND 0.00136 ND 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00135 ND 0.00136 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00135 ND 0.00136 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0135 0.0126 1 0.0136 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0676 NO 0.0679 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00135 ND 0.00136 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00135 ND 0.00136 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0135 ND 0.0136 ND Acetone 67-64-1 43 66000 43 0.0554 1.35 0.0375 1 1.36 ND Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0135 ND 0.0136 ND Benzene 71-43-2 0.026 120 0.026 0 0.00135 ND 0.00136 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00135 ND 0.00136 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00169 ND 0.0017 ND Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00135 ND 0.00136 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00676 ND 0.00679 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00135 ND 0.00136 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00135 ND 0.00136 ND Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00135 ND 0.00136 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00676 ND 0.00679 ND Chloroform 67-66-3 1 16 1 0 0.00676 ND 0.00679 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00338 ND 0.00339 ND cis-1,2-Di 156-59-2 0.25 140 0.25 0 0.00135 ND 0.00136 ND cis-1,3-Dichlomm.pene 10061-01-5 0.0066 8 0.0066 0 0.00135 ND 0.00136 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00135 ND 0.00136 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00676 ND 0.00679 ND Diisopmpyl ether 108-20-3 12 4600 12 0 0.00135 ND 0.00136 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00135 ND 0.00136 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00135 ND 0.00136 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00135 0.078 0.00136 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00135 0.000328 J 0.00136 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00676 ND 0.00679 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00676 0.0145 0.00679 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00135 0.0476 0.00136 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00135 0.126 0.00136 ND p-Isopropylt.luene 99-87-6 230 8200 230 0 0.00135 ND 0.00136 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00135 0.171 0.00136 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00135 ND 0.00136 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00135 0.0127 0.00136 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00135 ND 0.00136 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00676 ND 0.00679 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00135 ND 0.00136 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00135 ND 0.00136 ND Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00135 ND 0.00136 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00676 ND 0.00679 ND Vinyl Chloride 75-01-4 0.022 3.7 0.0" 0 0.00135 ND 0.00136 ND Xylenes(Total) 1330-20-7 120 WOO 120 0 1 0.00406 1 ND 0.00407 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 67.6 ND 67.9 ND TPH IC12-C28) NL 200 2,300 200 188 67.6 115 67.9 ND TPH (C28-C35) NL 200 2,300 200 335 67.6 20.7 1 67.9 ND TPH Total(C6-C35) NL NE NE NE 522 67.6 136 67.9 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or B6 Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 8 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: MW-13 2/11/2016 13-14' B-14 2/11/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00111 ND 0,00133 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00111 ND 0,00133 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00111 ND 0.00133 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00111 ND 0.00133 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00111 ND 0.00133 ND 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00111 ND 0.00133 ND 1,1-Dichlomethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00111 ND 0.00133 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00111 ND 0.00133 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00111 ND 0.00133 ND 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00277 ND 0.00332 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00111 ND 0.00133 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00111 ND 0.00133 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00111 ND 0.00133 ND 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00554 ND 0.00664 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00111 ND 0.00133 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00111 ND 0.00133 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00111 ND 0.00133 ND 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00111 ND 0.00133 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00111 ND 0.00133 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00111 ND 0.00133 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00111 ND 0.00133 ND 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00111 ND 0.00133 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00111 ND 0.00133 ND 2-Butanone(Mi 78-93-3 29 40000 29 0.0179 0.0111 ND 0.0133 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0554 ND 0.0664 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00111 ND 0.00133 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00111 ND 0.00133 ND 4-Methyl-2-pentanone(11011 108-10-1 4.9 5900 4.9 0 0.0111 ND 0.0133 ND Acetone 67-64-1 43 66000 43 0.0554 1.11 ND 1.33 ND Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0111 ND 0.0133 ND Benzene 71-43-2 0.026 120 0.026 0 0.00111 ND 0.00133 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00111 ND 0.00133 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00138 ND 0.00166 ND Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00111 ND 0.00133 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00554 ND 0.00664 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00111 ND 0.00133 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00111 ND 0.00133 ND Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00111 ND 0.00133 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00554 ND 0.00664 ND Chloroform 67-66-3 1 16 1 0 0.00554 ND 0.00664 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00277 ND 0.00332 ND cis-1,2-Di 156-59-2 0.25 140 0.25 0 0.00111 ND 0.00133 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00111 ND 0.00133 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00111 ND 0.00133 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00554 ND 0.00664 ND Diisopmpyl ether 108-20-3 12 4600 12 0 0.00111 ND 0.00133 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00111 ND 0.00133 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00111 ND 0.00133 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00111 ND 0.00133 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00111 ND 0.00133 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00554 ND 0.00664 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00554 ND 0.00664 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00111 ND 0.00133 ND n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00111 ND 0.00133 ND p-Isopropylt.luene 99-87-6 230 8200 230 0 0.00111 ND 0.00133 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00111 ND 0.00133 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00111 ND 0.00133 ND tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00111 ND 0.00133 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00111 ND 0.00133 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00554 ND 0.00664 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00111 ND 0.00133 ND trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00111 ND 0.00133 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00111 ND 0.00133 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00554 ND 0.00664 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00111 ND 0.00133 ND Xylenes(Total) 1330-20-7 120 6000 120 1 0 1 0.00332 1 ND 1 0.00399 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 55.4 ND 6fi.4 ND TPH C12-C28) I NL 200 2,300 200 188 55.4 NO 66.4 ND TPH C28-C35) NL 200 2,300 200 335 55.4 ND 66.4 ND TPH Total (C6 - C35) NL NE NE NE 522 55.4 ND 66.4 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 9 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-14 2/11/2016 8-9' B-15 2/11/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00118 ND 0,00134 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00118 ND 0,00134 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00118 ND 0.00134 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00118 ND 0.00134 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00118 ND 0.00134 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00118 ND 0.00134 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00118 ND 0.00134 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00118 ND 0.00134 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00118 ND 0.00134 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00294 ND 0.00335 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00118 ND 0.00134 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00118 ND 0.00134 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00118 ND 0.00134 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00588 ND 0.0067 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00118 ND 0.00134 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00118 ND 0.00134 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00118 ND 0.00134 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00118 ND 0.00134 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00118 ND 0.00134 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00118 ND 0.00134 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00118 ND 0.00134 NO 1,4-Dichlorobenzene 106-46-7 2.1 250 2.1 0 0.00118 ND 0.00134 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00118 ND 0.00134 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0118 ND 0.0134 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0588 ND 0.067 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00118 ND 0.00134 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00118 ND 0.00134 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0118 ND 0.0134 ND Acetone 67-64-1 43 66000 43 0.0554 1.18 ND 1.34 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0118 ND 0.0134 ND Benzene 71-43-2 0.026 120 0.026 0 0.00118 ND 0.00134 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00118 ND 0.00134 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00147 ND 0.00168 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00118 ND 0.00134 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00588 ND 0.0067 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00118 ND 0.00134 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00118 ND 0.00134 NO Chlorodibromomethane 124-48-1 0.049 72 0.049 0 0.00118 ND 0.00134 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00588 ND 0.0067 ND Chloroform 67-66-3 1 16 1 0 0.00588 ND 0.0067 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00294 ND 0.00335 NO cis-1,2-Di 156-59-2 0.25 140 0.25 0 0.00118 ND 0.00134 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00118 ND 0.00134 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00118 ND 0.00134 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00588 ND 0.0067 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00118 ND 0.00134 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00118 ND 0.00134 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00118 ND 0.00134 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00118 ND 0.00134 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00118 ND 0.00134 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00588 ND 0.0067 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00588 ND 0.0067 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00118 ND 0.00134 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00118 ND 0.00134 ND p-I sopropyltoluene 99-87-6 230 8200 230 0 0.00118 ND 0.00134 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00118 ND 0.00134 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00118 ND 0.00134 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00118 ND 0.00134 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00118 ND 0.00134 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00588 ND 0.0067 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00118 ND 0.00134 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00118 ND 0.00134 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00118 ND 0.00134 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00588 ND 0.0067 ND Vinyl Chloride 75-01-4 0.022 3.7 0.011 0 0.00118 ND 0.00134 NO Xylenes(Total) 1330-20-7 120 6000 120 1 0 1 0.00353 1 ND 1 0.00402 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 58.8 ND 67 ND TPH C12-C28) I NL 200 2,300 200 188 58.8 NO 67 ND TPH C28-C35) NL 200 2,300 200 335 58.8 ND 67 ND TPH Total (C6 - C35) NL NE NE NE 522 58.8 ND 67 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 10 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-15 2/11/2016 6-7' B-16 2/11/2016 0-1' 4 E •� r 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00129 NO 0,00153 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00129 ND 0,00153 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00129 ND 0.00153 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00129 ND 0.00153 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00129 ND 0.00153 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00129 ND 0.00153 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00129 ND 0.00153 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00129 ND 0.00153 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00129 ND 0.00153 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00322 ND 0.00382 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00129 ND 0.00153 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00129 ND 0.00153 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00129 ND 0.00153 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00645 ND 0.00765 ND 1,2-Di bromaethane(Ethylene Dibr iri 106-93-4 0.00021 0.73 0.00021 0 0.00129 ND 0.00153 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00129 ND 0.00153 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00129 ND 0.00153 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00129 ND 0.00153 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00129 ND 0.00153 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00129 ND 0.00153 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00129 ND 0.00153 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00129 ND 0.00153 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00129 ND 0.00153 ND 2-Butanone(Mi 78-93-3 29 40000 29 0.0179 0.0129 ND 0.0153 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0645 ND 0.0765 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00129 ND 0.00153 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00129 ND 0.00153 ND 4-Methyl-2-pentanone(Mli 108-10-1 4.9 5900 4.9 0 0.0129 ND 0.0153 ND Acetone 67-64-1 43 66000 43 0.0554 1.29 ND 1.53 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0129 ND 0.0153 ND Benzene 71-43-2 0.026 120 0.026 0 0.00129 ND 0.00153 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00129 ND 0.00153 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00161 ND 0.00191 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00129 ND 0.00153 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00645 ND 0.00765 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00129 ND 0.00153 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00129 ND 0.00153 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00129 ND 0.00153 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00645 ND 0.00765 ND Chloroform 67-66-3 1 16 1 0 0.00645 ND 0.00765 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00322 ND 0.00382 NO cis-1,2-Di 156-59-2 0.25 140 0.25 0 0.00129 ND 0.00153 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00129 ND 0.00153 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00129 ND 0.00153 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00645 ND 0.00765 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00129 ND 0.00153 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00129 ND 0.00153 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00129 ND 0.00153 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00129 ND 0.00153 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00129 ND 0.00153 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00645 ND 0.00765 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00645 ND 0.00765 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00129 ND 0.00153 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00129 ND 0.00153 ND p-I sopropyltoluene 99-87-6 230 8200 230 0 0.00129 ND 0.00153 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00129 ND 0.00153 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00129 ND 0.00153 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00129 ND 0.00153 ND Tetrachloroethylene (Perchloroethylene) 127-18-4 0.05 710 1 0 0.00129 ND 0.00153 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00645 ND 0.00765 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00129 ND 0.00153 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00129 ND 0.00153 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00129 ND 0.00153 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00645 ND 0.00765 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00129 ND 0.00153 NO Xylenes(Total) 1330-20-7 120 WOO 120 1 0 1 0.00387 1 ND 1 0.00459 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 64.5 ND 7fi.5 ND TPHICI2-C28) NL 200 2,300 200 188 64.5 NO 76.5 23.2 1 TPH (C28-C35) NL 200 2,300 200 335 64.5 ND 76.5 27 1 TPH Total (C6 - C35) NL NE NE NE 522 64.5 ND 76.5 50.2 1 Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Col umn See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49000 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 11 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-16 2/11/2016 5-6' MW-17 2/11/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00144 ND 0,00136 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00144 ND 0,00136 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00144 ND 0.00136 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00144 ND 0.00136 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00144 ND 0.00136 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00144 ND 0.00136 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00144 ND 0.00136 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00144 ND 0.00136 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00144 ND 0.00136 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00359 ND 0.0034 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00144 ND 0.00136 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00144 ND 0.00136 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00144 ND 0.00136 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00718 ND 0.00681 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00144 ND 0.00136 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00144 ND 0.00136 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00144 ND 0.00136 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00144 ND 0.00136 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00144 ND 0.00136 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00144 ND 0.00136 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00144 ND 0.00136 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00144 ND 0.00136 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00144 ND 0.00136 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0144 ND 0.0136 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0718 ND 14 0.0681 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00144 ND 0.00136 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00144 ND 0.00136 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0144 ND 0.0136 ND Acetone 67-64-1 43 66000 43 0.0554 1.44 ND 1.36 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0144 ND 0.0136 ND Benzene 71-43-2 0.026 120 0.026 0 0.00144 ND 0.00136 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00144 ND 0.00136 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.0018 ND 0.0017 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00144 ND 0.00136 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00718 ND 0.00681 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00144 ND 0.00136 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00144 ND 0.00136 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00144 ND 0.00136 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00718 ND 14 0.00681 ND Chloroform 67-66-3 1 16 1 0 0.00718 ND 0.00681 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00359 ND 0.0034 NO cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00144 ND 0.00136 ND cis-1,3-DichlorOpropene 10061-01-5 0.0066 8 0.0066 0 0.00144 ND 0.00136 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00144 ND 0.00136 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00718 ND 0.00681 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00144 ND 0.00136 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00144 ND 0.00136 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00144 ND 0.00136 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00144 ND 0.00136 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00144 ND 0.00136 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00718 ND 0.00681 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00718 ND 0.00681 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00144 ND 0.00136 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00144 ND 0.00136 ND p-Isopropylt.luene 99-87-6 230 8200 230 0 0.00144 ND 0.00136 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00144 ND 0.00136 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00144 ND 0.00136 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00144 ND 0.00136 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00144 ND 0.00136 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00718 ND 0.00681 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00144 ND 0.00136 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00144 ND 0.00136 No Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00144 ND 0.00136 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00718 ND 0.00681 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00144 ND 0.00136 NO Xylenes(Total) 1330-20-7 120 WOO 120 1 0 I 0.0D431 I ND 0.00409 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 NA 68.1 ND TPH C12-C28) I NL 200 2,300 200 188 NA 68.1 ND TPH C28-C35) NL 200 2,300 200 335 NA 68.1 ND TPH Total (C6 - C35) NL NE NE NE 522 NA 68.1 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 12 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: MW-17 2/11/2016 21-22' B-18 2/11/2016 1-2' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00111 ND 0,00132 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00111 ND 0,00132 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00111 ND 0.00132 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00111 ND 0.00132 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00111 ND 0.00132 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00111 ND 0.00132 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00111 ND 0.00132 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00111 ND 0.00132 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00111 ND 0.00132 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00278 ND 0.0033 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00111 ND 0.00132 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00111 ND 0.00132 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00111 ND 0.00132 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00555 ND 0.00659 ND 1,2-Di bromaethane(Ethylene Dibr iri 106-93-4 0.00021 0.73 0.00021 0 0.00111 ND 0.00132 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00111 ND 0.00132 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00111 ND 0.00132 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00111 ND 0.00132 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00111 ND 0.00132 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00111 ND 0.00132 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00111 ND 0.00132 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00111 ND 0.00132 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00111 ND 0.00132 ND 2-Butanone(Mi 78-93-3 29 40000 29 0.0179 0.0111 ND 0.0132 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0555 ND 0.0659 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00111 ND 0.00132 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00111 ND 0.00132 ND 4-Methyl-2-pentanone(11011 108-10-1 4.9 5900 4.9 0 0.0111 ND 0.0132 ND Acetone 67-64-1 43 66000 43 0.0554 1.11 ND 1.32 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0111 ND 0.0132 ND Benzene 71-43-2 0.026 120 0.026 0 0.00111 ND 0.00132 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00111 ND 0.00132 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00139 ND 0.00165 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00111 ND 0.00132 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00555 ND 0.00659 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00111 ND 0.00132 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00111 ND 0.00132 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00111 ND 0.00132 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00555 ND 0.00659 ND Chloroform 67-66-3 1 16 1 0 0.00555 ND 0.00659 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00278 ND 0.0033 NO cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00111 ND 0.00132 ND cis-1,3-DichlorOpropene 10061-01-5 0.0066 8 0.0066 0 0.00111 ND 0.00132 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00111 ND 0.00132 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00555 ND 0.00659 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00111 ND 0.00132 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00111 ND 0.00132 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00111 ND 0.00132 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00111 ND 0.00132 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00111 ND 0.00132 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00555 ND 0.00659 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00555 ND 0.00659 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00111 ND 0.00132 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00111 ND 0.00132 ND p-Isopropylt.luene 99-87-6 230 8200 230 0 0.00111 ND 0.00132 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00111 ND 0.00132 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00111 ND 0.00132 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00111 ND 0.00132 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00111 ND 0.00132 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00555 ND 0.00659 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00111 ND 0.00132 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00111 ND 0.00132 No Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00111 ND 0.00132 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00555 ND 0.00659 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00111 ND 0.00132 NO Xylenes(Total) 1330-20-7 120 WOO 120 1 0 1 0.00333 1 ND 1 0.00396 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 55.5 ND 65.9 ND TPH C12-C28) I NL 200 2,300 200 188 55.5 NO 65.9 ND TPH C28-C35) NL 200 2,300 200 335 55.5 ND 65.9 ND TPH Total (C6 - C35) NL NE NE NE 522 55.5 ND 65.9 ND Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Col umn See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49000 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or B6 Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 13 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-19 2/11/2016 0-1' MW-20 2/11/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00135 ND 0,00135 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00135 ND 0,00135 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00135 ND 0.00135 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00135 ND 0.00135 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00135 ND 0.00135 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00135 ND 0.00135 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00135 ND 0.00135 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00135 ND 0.00135 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00135 ND 0.00135 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00336 ND 0.00337 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00135 ND 0.00135 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00135 ND 0.00135 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00135 ND 0.00135 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00673 ND 0.00674 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00135 ND 0.00135 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00135 ND 0.00135 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00135 ND 0.00135 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00135 ND 0.00135 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00135 ND 0.00135 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00135 ND 0.00135 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00135 ND 0.00135 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00135 ND 0.00135 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00135 ND 0.00135 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0135 ND 0.0135 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0673 ND 0.0674 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00135 ND 0.00135 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00135 ND 0.00135 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0135 ND 0.0135 ND Acetone 67-64-1 43 66000 43 0.0554 1.35 ND 1.35 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0135 ND 0.0135 ND Benzene 71-43-2 0.026 120 0.026 0 0.00135 ND 0.00135 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00135 ND 0.00135 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00168 ND 0.00169 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00135 ND 0.00135 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00673 ND 0.00674 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00135 ND 0.00135 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00135 ND 0.00135 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00135 ND 0.00135 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00673 ND 0.00674 ND Chloroform 67-66-3 1 16 1 0 0.00673 ND 0.00674 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00336 ND 0.00337 NO cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00135 ND 0.00135 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00135 ND 0.00135 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00135 ND 0.00135 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00673 ND 0.00674 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00135 ND 0.00135 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00135 ND 0.00135 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00135 ND 0.00135 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00135 ND 0.00135 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00135 ND 0.00135 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00673 ND 0.00674 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00673 ND 0.00674 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00135 ND 0.00135 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00135 ND 0.00135 ND p-I sopropyltoluene 99-87-6 230 8200 230 0 0.00135 ND 0.00135 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00135 ND 0.00135 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00135 ND 0.00135 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00135 ND 0.00135 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00135 ND 0.00135 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00673 ND 0.00674 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00135 ND 0.00135 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00135 ND 0.00135 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00135 ND 0.00135 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00673 ND 0.00674 ND Vinyl Chloride 75-01-4 0.022 3.7 0.011 0 0.00135 ND 0.00135 NO Xylenes(Total) 1330-20-7 120 WOO 120 1 0 I O.OD404 I ND 1 0.00405 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 67.3 ND 67.4 NO TPH IC12-C28) NL 200 2,300 200 188 67.3 ND 67.4 ND TPH (C28-C35) NL 200 2,300 200 335 67.3 ND 67.4 ND TPH Total(C6-C35) NL NE NE NE 522 67.3 ND 67.4 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA Cato C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or B6 Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 14 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: MW-20 2/11/2016 9-10, B-21 2/11/2016 0-1' 4 • E' •�• r 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00129 NO 0,00131 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00129 ND 0,00131 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00129 ND 0.00131 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00129 ND 0.00131 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00129 ND 0.00131 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00129 ND 0.00131 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00129 ND 0.00131 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00129 ND 0.00131 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00129 ND 0.00131 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00322 ND 0.00329 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00129 ND 0.00131 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00129 ND 0.00131 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00129 ND 0.00131 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00644 ND 0.00657 ND 1,2-Di bromaethane(Ethylene Dibr iri 106-93-4 0.00021 0.73 0.00021 0 0.00129 ND 0.00131 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00129 ND 0.00131 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00129 ND 0.00131 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00129 ND 0.00131 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00129 ND 0.00131 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00129 ND 0.00131 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00129 ND 0.00131 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00129 ND 0.00131 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00129 ND 0.00131 ND 2-Butanone(Mi 78-93-3 29 40000 29 0.0179 0.0129 ND 0.0131 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0644 ND 0.0657 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00129 ND 0.00131 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00129 ND 0.00131 ND 4-Methyl-2-pentanone(11011 108-10-1 4.9 5900 4.9 0 0.0129 ND 0.0131 ND Acetone 67-64-1 43 66000 43 0.0554 1.29 ND 1.31 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0129 ND 0.0131 ND Benzene 71-43-2 0.026 120 0.026 0 0.00129 ND 0.00131 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00129 ND 0.00131 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00161 ND 0.00164 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00129 ND 0.00131 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00644 ND 0.00657 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00129 ND 0.00131 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00129 ND 0.00131 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00129 ND 0.00131 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00644 ND 0.00657 ND Chloroform 67-66-3 1 16 1 0 0.00644 ND 0.00657 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00322 ND 0.00329 NO cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00129 ND 0.00131 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00129 ND 0.00131 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00129 ND 0.00131 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00644 ND 0.00657 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00129 ND 0.00131 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00129 ND 0.00131 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00129 ND 0.00131 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00129 ND 0.00131 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00129 ND 0.00131 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00644 ND 0.00657 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00644 ND 0.00657 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00129 ND 0.00131 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00129 ND 0.00131 ND p-1 sopropyltoluene 99-87-6 230 8200 230 0 0.00129 ND 0.00131 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00129 ND 0.00131 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00129 ND 0.00131 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00129 ND 0.00131 ND Tetrachloroethylene (Perchloroethylene) 127-18-4 0.05 710 1 0 0.00129 ND 0.00131 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00644 ND 0.00657 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00129 ND 0.00131 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00129 ND 0.00131 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00129 ND 0.00131 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00644 ND 0.00657 ND Vinyl Chloride 75-01-4 0.022 3.7 0.011 0 0.00129 ND 0.00131 NO Xylenes(Total) 1330-20-7 120 WOO 120 1 0 1 0.00386 1 ND 1 0.00394 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 57 ND 65.7 ND TPH C12-C28) I NL 200 2,300 200 188 57 NO 65.7 ND TPH C28-C35) NL 200 2,300 200 335 57 ND 65.7 ND TPH Total (C6 - C35) NL NE NE NE 522 57 ND 65.7 ND Total TPH Release Specific Tier 1 TotSoilComb PCL NL See Specific Col umn See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL NL See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49000 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL 1000000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 15 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-22 2/11/2016 0-1' B-23 2/11/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00136 ND 0,00131 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00136 ND 0,00131 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00136 ND 0.00131 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00136 ND 0.00131 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00136 ND 0.00131 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00136 ND 0.00131 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00136 ND 0.00131 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00136 ND 0.00131 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00136 ND 0.00131 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00339 ND 0.00327 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00136 ND 0.00131 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00136 ND 0.00131 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00136 ND 0.00131 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00678 ND 0.00654 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00136 ND 0.00131 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00136 ND 0.00131 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00136 ND 0.00131 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00136 ND 0.00131 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00136 ND 0.00131 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00136 ND 0.00131 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00136 ND 0.00131 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00136 ND 0.00131 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00136 ND 0.00131 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0136 ND 0.0131 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0678 ND 0.0654 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00136 ND 0.00131 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00136 ND 0.00131 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0136 ND 0.0131 ND Acetone 67-64-1 43 66000 43 0.0554 1.36 ND 1.31 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0136 ND 0.0131 ND Benzene 71-43-2 0.026 120 0.026 0 0.00136 ND 0.00131 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00136 ND 0.00131 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00169 ND 0.00163 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00136 ND 0.00131 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00678 ND 0.00654 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00136 ND 0.00131 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00136 ND 0.00131 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00136 ND 0,00131 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00678 ND 0.00654 ND Chloroform 67-66-3 1 16 1 0 0.00678 ND 0.00654 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00339 ND 0.00327 NO cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00136 ND 0.00131 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00136 ND 0.00131 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00136 ND 0.00131 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00678 ND 0.00654 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00136 ND 0.00131 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00136 ND 0.00131 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00136 ND 0.00131 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00136 ND 0.00131 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00136 ND 0,00131 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00678 ND 0.00654 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00678 ND 0.00654 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00136 ND 0.00131 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00136 ND 0.00131 ND p-I sopropyltoluene 99-87-6 230 8200 230 0 0.00136 ND 0.00131 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00136 ND 0.00131 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00136 ND 0.00131 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00136 ND 0.00131 ND Tetrachloroethylene (Perchloroethylene) 12 -11-4 0.05 710 1 0 0.00136 ND 0.00131 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00678 ND 0.00654 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00136 ND 0.00131 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00136 ND 0.00131 ND Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00136 ND 0.00131 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00678 ND 0.00654 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00136 ND 0.00131 NO Xylenes(Total) 1330-20-7 120 WOO 120 1 0 I O.OD407 I ND 1 0.00392 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 67.8 ND 65.4 ND TPH C12-C28) I NL 200 2,300 200 188 67.8 NO 65.4 ND TPH C28-C35) NL 200 2,300 200 335 67.8 ND 65.4 ND TPH Total (C6 - C35) NL NE NE NE 522 67.8 ND 65.4 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 16 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-24 2/11/2016 5-6' B-25 2/11/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00116 ND 0,00136 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00116 ND 0,00136 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00116 ND 0.00136 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00116 ND 0.00136 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00116 ND 0.00136 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00116 ND 0.00136 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00116 ND 0.00136 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00116 ND 0.00136 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00116 ND 0.00136 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.0029 ND 0.00341 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00116 ND 0.00136 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00116 ND 0.00136 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00116 ND 0.00136 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00581 ND 0.00682 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00116 ND 0.00136 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00116 ND 0.00136 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00116 ND 0.00136 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00116 ND 0.00136 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00116 ND 0.00136 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00116 ND 0.00136 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00116 ND 0.00136 NO 1,4-Dichlorobenzene 106-46-7 2.1 250 2.1 0 0.00116 ND 0.00136 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00116 ND 0.00136 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0116 ND 0.0136 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0581 ND 0.0682 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00116 ND 0.00136 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00116 ND 0.00136 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0116 ND 0.0136 ND Acetone 67-64-1 43 66000 43 0.0554 1.16 ND 1.36 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0116 ND 0.0136 ND Benzene 71-43-2 0.026 120 0.026 0 0.00116 ND 0.00136 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00116 ND 0.00136 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00145 ND 0.0017 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00116 ND 0.00136 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00581 ND 0.00682 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00116 ND 0.00136 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00116 ND 0.00136 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00116 ND 0.00136 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00581 ND 0.00682 ND Chloroform 67-66-3 1 16 1 0 0.00581 ND 0.00682 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.0029 ND 0.00341 NO cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0 0.00116 ND 0.00136 ND cis-1,3-DichlorOpropene 10061-01-5 0.0066 8 0.0066 0 0.00116 ND 0.00136 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00116 ND 0.00136 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00581 ND 0.00682 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00116 ND 0.00136 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00116 ND 0.00136 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00116 ND 0.00136 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00116 ND 0.00136 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00116 ND 0.00136 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00581 ND 0.00682 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00581 ND 0.00682 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00116 ND 0.00136 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00116 ND 0.00136 ND p-Isopropylt.luene 99-87-6 230 8200 230 0 0.00116 ND 0.00136 ND sec -Butyl benzene 135-98-8 85 3300 85 0.171 0.00116 ND 0.00136 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00116 ND 0.00136 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00116 ND 0.00136 ND Tetrachloroethylene (Perchloroethylene) 127-18-4 0.05 710 1 0 0.00116 ND 0.00136 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00581 ND 0.00682 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00116 ND 0.00136 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00116 ND 0.00136 No Trichloroethene(Tnchloroethylene) 79-01-6 0.034 18 0.034 0 0.00116 ND 0.00136 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00581 ND 0.00682 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00116 ND 0.00136 NO Xylenes(Total) 1330-20-7 120 WOO 120 1 0 1 0.00349 1 ND 1 0.00409 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 58.1 ND 68.2 ND TPH C12-C28) I NL 200 2,300 200 188 58.1 NO 68.2 ND TPH C28-C35) NL 200 2,300 200 335 58.1 ND 68.2 ND TPH Total (C6 - C35) NL NE NE NE 522 58.1 ND 68.2 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2000 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or B6 Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 17 of 18 Table 1: Soil Results - VOCs & TPH Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: B-26 2/11/2016 0-1' B-28 2/17/2016 0-1' 1, 1, 1,2-Tetrachloroethane 630-20-6 1.4 65 1.4 0 0.00133 ND 0,00139 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 1.6 53000 1.6 0 0.00133 ND 0,00139 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.023 30 0.023 0 0.00133 ND 0.00139 ND 1,1,2-Trichloroethane 79-00-5 0.02 18 0.02 0 0.00133 ND 0.00139 ND 1,1, 2-Trichlorofluoroethane 76-13-1 80000 390000 80000 0 0.00133 ND 0.00139 NO 1,1-Dichloroethane 75-34-3 18 11000 18 0 0.00133 ND 0.00139 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0.05 2300 0.05 0 0.00133 ND 0.00139 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0 0.00133 ND 0.00139 ND 1,2,3-Trichlorobenzene 87-61-6 26 120 26 0 0.00133 ND 0.00139 NO 1,2,3-Trichloropropane 96-184 0,00053 0.2 0.00053 0 0.00332 ND 0.00346 ND 1,2,3-Trimethylbenzene 526-73-8 32 120 32 0 0.00133 ND 0.00139 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4.8 0 0.00133 ND 0.00139 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 0.000244 0.00133 ND 0.00139 NO 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.0017 0 0.00665 ND 0.00693 ND 1,2-Di bromaethane (Ethylene Dibmn ide) 106-93-4 0.00021 0.73 0.00021 0 0.00133 ND 0.00139 ND 1,2-Dichlorobenzene 95-50-1 18 720 18 0 0.00133 ND 0.00139 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.014 11 0.014 0 0.00133 ND 0.00139 NO 1,2-Dipropylene Dichloride) 78-87-5 0.023 61 0.023 0 0.00133 ND 0.00139 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 0 0.00133 ND 0.00139 ND 1,3-Dichlorobenzene 541-73-1 6.7 120 6.7 0 0.00133 ND 0.00139 ND 1,3-Dichloropropane 142-28-9 0.064 36 0.064 0 0.00133 ND 0.00139 NO 1: 4-Di 106-46-7 2.1 250 2.1 0 0.00133 ND 0.00139 ND 2,2-Dichloropropane 594-20-7 0.12 61 0.12 0 0.00133 ND 0.00139 ND 2-Butanone(MEK) 78-93-3 29 40000 29 0.0179 0.0133 ND 0.0139 ND 2-Ch loroethyl vinyl ether 110-75-8 0.0029 4.5 0.0029 0 0.0665 ND 0.0693 NO 2-Chlorotoluene 95-49-8 9.1 1200 9.1 0 0.00133 ND 0.00139 ND 4-Chlorotoluene 106-43-4 11 1600 11 0 0.00133 ND 0.00139 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4.9 0 0.0133 ND 0.0139 ND Acetone 67-64-1 43 66000 43 0.0554 1.33 ND 1.39 NO Acrylonitrile 107-13-1 0.0033 3.6 0.0033 0 0.0133 ND 0.0139 ND Benzene 71-43-2 0.026 120 0.026 0 0.00133 ND 0.00139 ND Bromobenzene 108-86-1 2.3 390 2.3 0 0.00133 ND 0.00139 ND Br omodichloromethane 75-27-4 0.065 98 0.065 0 0.00166 ND 0.00173 NO Bromoform(Tribromomethane) 75-25-2 0.63 400 0.63 0 0.00133 ND 0.00139 ND Bromomethane (Methyl Bromide) 74-83-9 0.13 46 0.13 0 0.00665 ND 0.00693 ND Ca rbon Tetrachloride 56-23-5 0.062 35 0.062 0 0.00133 ND 0.00139 ND Chlorobenzene 108-90-7 1.1 520 1.1 0 0.00133 ND 0.00139 NO Chlor.d1bromomethane 124-48-1 0.049 72 0.049 0 0.00133 ND 0.00139 ND Chloraethme(Ethyl Chloride) 75-00-3 31 27000 31 0 0.00665 ND 0.00693 ND Chloroform 67-66-3 1 16 1 0 0.00665 ND 0.00693 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 0.41 0 0.00332 ND 0.00346 NO cis-1,2-Di 156-59-2 0.25 140 0.25 0 0.00133 ND 0.00139 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0 0.00133 ND 0.00139 ND Dibromomethane 74-95-3 1.1 81 1.1 0 0.00133 ND 0.00139 ND Diehlorodifluoromethane 75-71-8 240 1400 240 0 0.00665 ND 0.00693 NO Diisopmpyl ether 108-20-3 12 4600 12 0 0.00133 ND 0.00139 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 0.000385 0.00133 ND 0.00139 ND Hexachloro-1,3-butadiene 87-68-3 3.3 20 3.3 0 0.00133 ND 0.00139 ND Isopropylbenzene (Cumene) 98-82-8 350 4300 350 0.078 0.00133 ND 0.00139 NO Methyl tert butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.000328 0.00133 ND 0.00139 ND Methylene Chloride(Dichloromethane) 75-09-2 0.013 1600 0.013 0 0.00665 ND 0.00693 ND Naphthalene 91-20-3 31 220 31 0.0145 0.00665 ND 0.00693 ND n-Butylbenzene 104-51-8 150 3300 150 0.0476 0.00133 ND 0.00139 NO n-Propylbenzene 103-65-1 45 2200 45 0.126 0.00133 ND 0.00139 ND p-Isopropylt.luene 99-87-6 230 8200 230 0 0.00133 ND 0.00139 ND sec -Butyl benzene 135-91-8 85 3300 85 0.171 0.00133 ND 0.00139 ND Styrene 100-42-5 3.3 6700 3.3 0 0.00133 ND 0.00139 NO tert-Butyl benzene 98-06-6 100 3300 100 0.0127 0.00133 ND 0.00139 ND Tetrachloroethylene (Perchloroethylene) 127-18-4 0.05 710 1 0 0.00133 ND 0.00139 ND Toluene 108-88-3 8.2 5900 8.2 0 0.00665 ND 0.00693 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0 0.00133 ND 0.00139 NO trans-1,3-Dichloropropene 10061-02-6 0.036 36 0.036 0 0.00133 ND 0.00139 N0 Trichloroethene(Tnchlomethylene) 79-01-6 0.034 18 0.034 0 0.00133 ND 0.00139 ND Trichlorofluoromethane 75-69-4 130 25000 130 0 0.00665 ND 0.00693 ND Vinyl Chloride 75-01-4 0.022 3.1 0.011 0 0.00133 ND 0.00139 NO Xylenes(Total) 1.0-20-7 120 6000 120 1 0 1 0.00399 1 ND 1 0.00416 ND PETROLEUMTOTAL r4 :4 TPH IC6-C12) NL 65 1,600 65 0 66.5 ND 63.9 ND TPH C12-C28) I NL 200 2,300 200 188 66.5 NO 63.9 ND TPH C28-C35) NL 200 2,300 200 335 66.5 ND 63.9 ND TPH Total (C6 - C35) NL NE NE NE 522 66.5 ND 63.9 ND Total TPH Release Specific Tier lTotSoilComb PCL NL See Specific Column See Specific Column See Specific Column 9750 NA NA Total TPH Release Specific Ter 1 GWSoiling PCL IN See Specific Column See Specific Column See Specific Column 18000 NA NA C7 to C8 Aromatic Hydrocarbons NL 420 3300 420 0 NA NA CB to CIO Aromatic Hydrocarbons NL 3600 4000 3600 0 NA NA C30 to C12 Aromatic Hydrocarbons NL 25000 3600 3600 0 NA NA C12 to C16 Aromatic Hydrocarbons NL 49 Do 4300 4300 0 NA NA C16 to C21 Aromatic Hydrocarbons NL too 000 130000 130000 0 NA NA C21 to C36 Aromatic Hydrocarbons NL 1000000 130000 130000 56 NA NA C6 to C8 Aliphatic Hy rocarbons NL 20 6400 20 0 NA NA CS to C10 Aliphatic Hydrocarbons NL 65 1600 65 0 NA NA C10 to C12 Aliphatic Hydrocarbons NL 100 1900 100 0 NA NA C12 to C16 Aliphatic Hydrocarbons NL 200 2300 200 0 NA NA C16 to C21 Aliphatic Hydrocarbons NL 470 2001 470 0 NA NA C21 to C35 Aliphatic Hydrocarbons NL 3700 2000 2000 217 NA NA Remarks: All concentrations in ni GW P = Groundwater Protection Value (GwSoili„r 0.5-Acre PCL) TSC=Total Soil Combined Value JlSoil-b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit 1 = Estimated Value 14=The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE -Not Evaluated; NL = Not Listed TRRP PCLs Published: December 2015 - result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Modern Geosciences Page 18 of 18 Table 2: Soil Results - Metals, pH, SVOCs, and Nitrate/Nitrite Anna Grain Sample point: MW-2 B-3 MW-5 MW-5 MW-6 MW-6 Anna, Texas Sample at. 2/10/2016 2/10/2016 2/10/2016 2/10/2016 2/10/2016 2/10/2016 Sample Interval: 0-1' 0-1' 1-2' 7-8' 3-4 19-20' Metals Arsenic 7440-38-2 5 24 5.9 5.9 91.2 2.84 NA::2 .69J440-39-3 440 BIIXJ 300 440 1010 O.Jll 252 102 NA6J40.555 47.6 7440-43-9 1.5 52 NE 1.5 1.14 0.711 0.290 1 0.379 1 NA6]4 ND 0.555 0.186Chromium J440-47-3 2400 33.0 30 2400 38.7 1,42 32 23.8 NA,35 34.2 1.11 10.2 Lead 7431-412-1 3 500 15 15 127 0.711 36.3 72451 30.9 NA674 19.9 0,555 a.enium JJ82-49-2 2.3 310 0.3 2.3 5.43 2.84 1.35 1 1.23 1 NA.69 ND 2.21 0.12Silver Memur J440-22-4 J439-97-6 0.48 0.u078 9] 3.6 NE 0'. 0.48 0.04 042 0.225 1,42 0.0234 0,017 1 ND 0.0326 NA.35 NAu- 0,00511 1 1.11ND uu222 0.0117 1 ,H NA NA 9.33 0.1 9.21 NA NA 0.1 8,] Sernivolatile Organic 1,2,d-TRICH LOROBENZEHE Compounds 120-82-1 4.8 120 NA 4.8 0 NA NA NA NA 0.369 ND NA 2,4,6-TRICHLOROPHENOL 88-06-2 0.17 67 NA 0.1] 0 NA NA NA NA NA 0.369 ND 2,d-DICHLOROPHENOL 12D-83-2 0.35 200 NA 0.35 0 NA NA NA NA NA 0.369 ND 2,4-DIMETHYLPHENOL 305-67-9 3.2 13M NA 3.2 0 NA NA NA NA NA 0.369 ND 2,d-DINITROPHENO. 51-2&5 0.094 130 NA 0.094 0 NA NA NA NA NA 0.369 ND 2,4-DINITROTOLUENE 121-14-2 0.0053 6.9 NA 0.0053 0 NA NA NA NA NA 0.369 ND Z6,DINITROTOLUENE 60&20-2 0.0048 6.9 NA 0.0048 0 NA NA NA NA NA 0.369 ND 2-CHLORONAPHTHALENE 918-] 670 50M NA 670 0 NA NA NA NA NA 0.0366 NO 2-CHLOROPHENOL 9-55-5]-8 1.6 410 NA 1.6 0 NA NA NA NA NA 0.369 ND 2-NITROPHENOL 88-75-5 0.13 130 NA 0.13 0 NA NA NA NA NA 0.369 ND 3,3-DICHLOROBENZIDINE 91-94-1 0.063 10 NA 0.063 0 NA NA NA NA NA 0.369 ND 4,6-DINITRO-2 METHYLPHENOL 534-52-1 0.004J 6.] NA 0.004] 0 NA NA NA NA NA 0.369 ND 4-BROMOPHENYL-PHENYLETHER 301-55-3 0.35 0.28 NA 0.29 0 NA NA NA NA NA 0.369 ND 4-CHLORO 3-METHYLPHENOL 59-50-7 4.5 330 NA 4.5 0 NA NA NA NA NA 0.369 ND 4-CHLOROPHENYL-PHENYLETHER 700512-3 0.032 0.16 NA 0.032 0 NA NA NA NA NA 0.369 ND 4-NITROPHENOL 300-02-7 0.1 130 NA 0.1 0 NA NA NA NA NA 0.369 ND ACENAPHTHENE 83-32-9 240 30M NA 10 0 NA NA NA NA NA 0.0366 ND ACENAPHTHYLENE 208-96-8 410 3800 NA 430 0 NA NA NA NA NA 0.0366 ND ANTHRACENE 120-12-] 6900 18000 NA 6900 0 NA NA NA NA NA 0.0366 ND BENZIDINE 92-87-5 0.000011 0.015 NA 0.0.031 0 NA NA NA NA NA 0.369 ND BENZOWANTHRACENE 56-5&3 18 5.7 NA 5.70 NA NA NA NA NA 1.0366 ND BENZO(A)PYRENE 5D32-8 7.6 0.56 NA 0.56 0 NA NA NA NA NA 0.0366 ND SENZO(BIFLUORANTHENE 205-99-2 60 1.7 NA 5.1 0 NA NA NA NA NA 0.0366 ND BENZO(G,HJHERYLENE 191-24-2 46000 1800 NA 1:00 0 NA NA NA NA NA 0.0366 ND BENZO(x)FLUORANTHENE 207-08-9 620 5) NA 57 0 NA NA NA NA NA 0.0366 ND BENZYLBUTYL PHTHALATE 85-68-7 260 1600 NA 260 0 NA NA NA NA NA 0.369 NO SIS(2-CH LORETHO"METHANE 111-91-1 0.012 3.1 NA 0.012 0 NA NA NA NA NA 0.369 ND BIS(2-CHMROETHYL)ETHER 111-04-4 1.1121 2.2 NA 0..21 0 NA NA NA NA NA 0.369 ND BIS(2{HLOROISOPROPYL)ETHER 10&60-1 1.90E-01 51 NA 0.. 0 NA NA NA NA NA 0.369 ND BIS(2-ETHYLHE% L)PHTHAIATE 117-81-7 16n 43 NA 43 0 NA NA NA NA NA 0.369 ND CHRVSENE 218-01-9 1500 560 NA 560 0 NA NA NA NA NA 0.0366 ND DI BENZ(A,H)ANTHRACENE 53-70-3 15 0.55 NA 0.11 0 NA NA NA NA NA 0.0366 ND DIETHYL PHTHALATE 84-66-2 160 53M NA 1 0 NA NA NA NA NA 0.369 ND DI METHYL PHTHALATE 131-11-3 62 53000 NA fi0 t 0 NA NA NA NA NA 0.369 ND DI-N-BUTYL PHTHALATE 84-74-2 3300 6200 NA 3300 0 NA NA NA NA NA 1.369 ND DI-N-OCTYL PHTHALATE 117-14-0 810000 .0 NA 640 0 NA NA NA NA NA 0.369 ND FWORANTH ENE 20644-0 1900 23M NA 1900 0 NA NA NA NA NA 1.0366 ND FLUORENE 86 73-] 300 2300 NA 3. 0 NA NA NA NA NA 0.0366 ND HEM HLORO-I,3-BUTADIENE 87-68-3 3.3 1NA 3.3 0 NA NA NA NA NA 1.369 ND HEM HLOROBENZENE 11874-1 1.1 1.1 NA 1.1 0 NA NA NA NA NA 0.369 ND HEM HLOROCYCLOPENTADIENE 7- 4 19 14 NA 14 0 NA NA NA NA NA 0.369 ND HEXACHLDROETHANE 67-72-1 1.3 46 NA 1.3 0 NA NA NA NA NA 0.369 ND INDENO(1,2,3-CD)PVRENE 193-39-5 170 5.7 NA 5.7 0 NA NA NA NA NA 0.0366 ND ISOPHORONE ]8-59-1 3 49M NA 3 0 NA NA NA NA NA 0.369 ND NAPHTHALENE 91-20-3 31 220 NA 31 0 NA NA NA NA NA 0.0366 ND NITROBENZENE 98-95-3 0.35 66 NA 0.35 0 NA NA NA NA NA 0.369 ND N-NITROSODIMETHVIAMINE 62-7&9 0.00003] 0.0]4 NA 0.000037 0 NA NA NA NA NA 0.369 ND N-NITR050DI-N-PROPYLAMINE 621-64-7 0.00035 0A NA 0.011 0 NA NA NA NA NA 0.369 ND N-NI TROSODIPHENYIAMINE 86-30.6 2.8 570 NA 2.8 0 NA NA NA NA NA 0.369 ND PENTACHLOROPHENOL 87-86-5 0.018 0.73 NA 0.111 0 NA NA NA NA NA 0.369 ND PHENANTHRENE 85-01-8 420 17M NA 420 0 NA NA NA NA NA 0.0366 ND PHENOL 108 95-2 19 1800 NA 19 0 NA NA NA NA NA 0.369 ND PYRENE 129-00-0 1300 1J00 NA 11D0 0 NA NA NA NA NA 0-0366 NO Nlt1-/Nitrite" HE 1 19 1 287 NA 1 1 2.68 1.45 1IP1 NA 2.42 1 2.87 NA I 1 19 1 8000 1 HE All concentrations in m8/Ke G W P = Groundwater Protection Value ("Soil„, 0.5-Acre PCL) TSC=Total Soil Combined Value (t0[Soil_) RAT = Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL=Sample Detection Limit ND=Nat Detected; HA=Not Analw,d/Not Applicable; NE=Not Evaluated 1= Estimated Values TRRP PCL, Published: December 2015 "Lowest available PCL utilized - esult exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 2: Soil Results - Metals, pH, SVOCs, and Nitrate/Nitrite Anna Grain Sample point: B-7 B-8 B-9 B-10 B-11 B-12 Anna,Texas Sample at. 2/10/2016 2/10/2016 2/10/2016 2/10/2016 2/10/2016 2/10/2016 Sample Interval: 0-1' 0-1' 0-1' 0-1' 0-1' 0-1' Wtals Arsenic 24 5.95.9 91.2 5.56 I1.6 2.83Barium J4W-38100 300 440 1010 0.625 242 0.662 200 06]9 511 2fi30.695 301 0.624 129Cadmium ]440-452 NE 1.5 1.14 0.625 0.143 1 0.662 0.351 1 0.6J9 1.14 ND 0.695 0.269 1 0.624 0.319Chromium J440-433.0 30 2400 38.] 1,25 33 1.32 33A 1.36 30.5 .6 1,39 32.5 1.25 4.06d ]439-95W 15 IS 12] Z27 0.625 20.6 0.662 0,6J9 21.1 71��3743. 0.695 0.624 4.64Selenium J]82-9330 0.3 2.3 5.43 2.5 1.11 1 2.65 ND 2.]2 2.65 1 ND 2.]8 1.08 1 2.5 NDSilver ]440-29] NE 0.48 0.42 1.25 ND 1.32 ND 1.36 0.42 ND 1.39 ND 1.25 NDMertur J439-93.6 0.04 0,04 0.225 0.025 0.02]9 0.0265 0.0698 0.02]2 0.01]8 1 ND 0.02J8 0.0429 0.025 0,00548 1 ,H NA NA 9,33 NA NA NA NA Sernivolatile Organic Compounds 1121d-TRICHLOROBENZENE - 120-82-1 4.8 110 NA 4.8 0 NA NA NA NA NA NA 2,4,6-TRICHLOROPHENOL 88-06-2 0,17 67 NA 0.17 0 NA NA NA NA NA NA 2,d-DICHLOROPHENOL 12D-83-2 0.35 IN NA 0.35 0 NA NA NA NA NA NA 2,4-DIMETHYLPHENOL 105-67-9 3.2 13M NA 3.2 0 NA NA NA NA NA NA 2,d-DINITROPHENOL 51-28-5 0.094 130 NA 0.094 0 NA NA NA NA NA NA 2,4-DINITROTOLUENE 121-14-2 0.0053 6.9 NA 0.0053 0 NA NA NA NA NA NA 2,6-DINITROTOLUENE 606-20-2 0.0048 6.9 NA 0.0048 0 NA NA NA NA NA NA 2-CHLORONAPHTHALENE 91-58-] 670 51M NA 670 0 NA NA NA NA NA NA 2-CHLOROPHENOL 95-5]-8 1.6 410 NA 1.6 0 NA NA NA NA NA NA 2-NITROPHENOL 88-]5-5 0.13 130 NA 0-0 NA NA NA NA NA NA 3,3-DICHLOROBENZIDINE 91-94-1 0.063 10 NA 0.063 0 NA NA NA NA NA NA 4,6-DINITRO-2 METHYLPHENOIT 534-52-1 0.004] 6.] NA 0.004] 0 NA NA Nq NA NA NA 4-BROMOPHENYL-PHENYLETHER 301-55-3 0.35 0.28 NA 0.29 0 NA NA NA NA NA NA 4-CHLORO 3-METHYLPHENOL 59-50-7 4.5 330 NA 4.5 0 NA NA NA NA NA NA 4-CHLOROPHENYL-PHENYLETHER ]005-]2-3 0.032 0.16 NA 0.032 0 NA NA NA NA NA NA 4-NITROPHENOL 300-02-7 0.1 130 NA 0.1 0 NA NA NA NA NA NA ACENAPHTHENE 83-32-9 2" 30M NA 200 0 NA NA NA NA NA NA ACENAPHTHYLENE 208-96-8 410 3800 NA 410 0 NA NA NA NA NA NA ANTHRACENE 120-12-] 6900 180W NA 6900 0 NA NA NA NA NA NA BENZIDINE 92-87-5 0.000011 0.015 NA 0.0.031 0 NA NA NA NA NA NA BENZO(A)ANTHRACENE '61, 18 5.] NA S.J 0 NA NA NA NA NA NA SENZO(A)PYRENE 50-32-8 7.6 0.56 NA 0.56 0 NA NA NA NA NA NA BENZO(BIFLUORANTHENE 205-99-2 60 5.7 NA 5.2 0 NA NA NA NA NA NA SENZO(G,H,IIPEPYLENE 191-24-2 46000 18W NA IB00 0 NA NA NA NA NA NA BENZO(x)FLUORANTHENE 207-08-9 121 5] NA 57 0 NA NA NA NA NA NA BENZYLBUTYL PHTHALATE 85 68-] 260 1600 NA 260 0 NA NA NA NA NA NA BI5(2{H LORETHOSV)METHANE 111-91-1 0.012 3.1 NA 0.012 0 NA NA NA NA NA NA 8I5(2-CHLOROETHYL)ETHER 11144-4 0.0021 2.2 NA 0.0021 0 NA NA NA NA NA NA BIS(2{HLOROISOPROPYL)ETHER 11160-1 1.90E-01 51 NA 0.19 0 NA NA NA NA NA NA BIS(2-ETHYLHEKYL)PHTHALATE 117 81-7 160 43 NA 43 0 NA NA NA NA NA NA CHRVSENE 218-01-9 1500 SW NA 560 0 NA NA NA NA NA NA DI BENZ(A,H)ANTHRACENE 53 70-3 15 0.55 NA 0.55 0 NA NA NA NA NA NA DIETHYL PHTHAIATE -66 -2 1613 53000 NA 1 0 0 NA NA NA NA NA NA DI METHYL PHTHALATE 131-11-3 62 53000 NA fit 0 NA NA NA NA NA NA DI-N-BUTYL PHTHAIATE 84-]4-2 3300 1,IN NA 3300 0 NA NA NA NA NA NA DI-N-OCTYL PHTHALATE 117-84-0 810000 640 NA 640 0 NA NA NA NA NA NA FWORANTH ENE 206 -0 1900 23M NA 1900 0 NA NA NA NA NA NA FLUORENE 86-]3-] 301 2300 NA 300 0 NA NA NA NA NA NA HEM HLORO-I,3-BUTADIENE 8]-68-3 3.3 20 NA 3.3 0 NA NA NA NA NA NA HEHLOROBENZENE 118-]4-1 1.1 1.1 NA 1.1 0 NA NA NA NA NA NA HEM HLOROCYCLOPENTADIENE ]]-4]-4 19 14 NA 14 0 NA NA NA NA NA NA HEXACHLOROETHANE 6]-]2-1 1.3 46 NA 1.3 0 NA NA NA NA NA NA INDENO(1,2,3-CDIPVRENE 193-39-5 170 5.] NA 5.J 0 NA NA NA NA NA NA ISOPHORONE J8-59-1 3 49M NA 3 0 NA NA NA NA NA NA NAPHTHALENE 91-20-3 31 220 NA 31 0 NA NA NA NA NA NA NITROBENZENE 98-95-3 0.35 66 NA 0.35 0 NA NA NA NA NA NA N-NITROSODIMETHVLAMINE 62-]5-9 0.00003] 0.0]4 NA 0.00003] 0 NA NA NA NA NA NA N-NITROSODI-N-PROPYLAMINE 621-64-] 0.00035 0A NA 0.01 1 0 NA NA NA NA NA NA N-NITROSODIPHENYIAMINE 8%6101 2.1 570 NA 2.8 0 NA NA NA NA NA NA PENTACHLOROPHENOL 8]66-5 0.018 0.73 NA 0.018 0 NA NA NA NA NA NA PHENANTHRENE 85-01-8 108 95 2 420 19 1]00 1111 NA NA 420 19 0 0 NA NA NA NA NA NA NA NA NA NA NA NA PHENOL PYRENE 129-00-0 1100 1I00 NA 1100 0 NA NA NA NA Nlttaie/Nitrite" HE 1 19 1 2,87 1 1 NA 2.72 2.16 1 2.69 I NO NA 2.5 ND 1 19 1 8000 1 HE All concentrations in m8/Ke GWP = Groundwater Protection Value(Gw5oili„ 0.5-A11e PCL) TSC= Total Soil Combined Va lue(TO,oil_) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL=Sample Detection Limit ND= Nat Detected; HA=Not AnalY d/Not Applicable; NE=Not Evaluated 1 = Estimated Values TRRP PCL, Published: December 2015 "Lowest available PCL utilized - esult exceeds the constituent's RAIL Please see laboratory data sheets for additional detail Table 2: Soil Results - Metals, pH, SVOCs, and Nitrate/Nitrite Anna Grain Sample point: 13-12 MW-13 MW-13 a-14 a-14 a-35 Anna,Texas Sample at. 2/10/2016 2/11/2016 2/11/2111IS 2/11/2016 2/11/2011 2/11/2016 Sample Interval: 6-7' 0-1' 13-14' 0-1' 8-9' 0-1' Wtals Arsenic )440-38-2 5 24 5.9 5.9 91.2 2.]1 2.R 34.1 2.22 2.]2 2.66 2.35 3.3 2.68 13.6 Barium J440-39-3 440 8100 300 440 1010 0.6Jfi 139 0.6]9 1010 0.554 08.6 0.664 235 0.588 46.] 0.6J 2)1 Cadmium )440-43-9 1.5 52 NE 1.5 1.14 0.6J6 0.342 1 0.6J9 0.848 0.554 0.366 1 0.664 0.1/6 1 0.588 0.156 1 0.6) 0.206 1 Chromium J440-4]-3 2.0 33.0 30 2400 38.) 1,35 20.2 1,36 35.5 1.11 11 1.33 33.4 1.18 19A 1,34 31.5 Lead J439-92-1 3 500 15 IS 12) 0.6J6 1).1 0.6J9 51.2 0.554 4.23 0.664 2]A 0.588 )A3 0.6J 02.1 Selenium JJ81-99-2 2.3 310 0.3 2.3 5.43 2.71 1.07 1 2.]2 5.43 2.22 1- 1 2.6E 1 2,35 ND 2.68 ND Silver Memur J440-22-0 J439-9]-6 0.48 0.0078 97 3.6 NE 0'. 0.48 0,04 0.42 0.- 1.35 ND 0.02J1 0.00395 1 1.36 0.02J2 ND 0.0193 1 1.11 0.0222 ND 0,00616 1 1.33 ND 0.02(6 0.0139 1 1.18 0.0235 ND 0.00565 1 1.34 0.0268 ND 0.05 ,H NA NA 9,33 NA NA NA NA Sennivolatile Organic Compounds 1121d-TRICHLOROBENZENE 120-82-1 4.8 120 NA 4.8 0 NA NA NA NA NA NA 2,4,6-TRICHMROPHENOL 88-06-2 0,17 67 NA 0.1] 0 NA NA NA NA NA NA 2,d-DICHLOROPHENOL 12D-83-2 0.35 200 NA 0.M 0 NA NA NA NA NA NA 2,4-DIMETHYLPHENOL 305-6)-9 3.2 13M NA 3.2 0 NA NA NA NA NA NA 2,d-DINITROPHENOL 51-2&5 0.094 130 NA 0.094 0 NA NA NA NA NA NA 2,4-1) TROTOLUENE 121-14-2 0.0053 6.9 NA 0.0053 0 NA NA NA NA NA NA 2,&DINITROTOLUENE 60&20-2 0.0048 6.9 NA 0.0048 0 NA NA NA NA NA NA 2-CHLORONAPHTHALENE 91-58-7 670 50M NA 670 0 NA NA NA NA NA NA 2-CHLOROPHENOL 95-5]-8 1.6 4" NA 1.1 0 NA NA NA NA NA NA 2-NITROPHENOL 88-)5-5 0.13 B.NA 0.13 0 NA NA NA NA NA NA 3,3-DICHLOROBENZIDINE 91-94-1 0.063 10 NA 0.063 0 NA NA NA NA NA NA 4,6-DINITRO-2 METHYLPHENOL 534-52-1 0.004) 6.] NA 0.004] 0 NA NA NA NA NA NA 4-BROMOPHENYL-PHENYLETHER 301-55-3 0.35 0.28 NA 0.29 0 NA NA NA NA NA NA 4-CHLORO 3-METHYLPHENOL 59-50-7 4.5 330 NA 4.5 0 NA NA NA NA NA NA 4-CHLOROPHENYL-PHENYLETHER )005-]2-3 0.032 0.16 NA 0.032 0 NA NA NA NA NA NA 4-ITROPHENOL 100A2-] 0.1 130 NA 0.1 0 NA NA NA NA NA NA ACENAPHTHENE 83-32-9 240 30M NA 10 0 NA NA NA NA NA NA ACENAPHTHYLENE 208-96-8 410 3800 NA 430 0 NA NA NA NA NA NA ANTHRACENE 120-12-] 6900 18000 NA 6900 0 NA NA NA NA NA NA SENZI DINE 92-8J-5 0.000011 0.015 NA 0.0.031 0 NA NA NA NA NA NA BENZO(A)ANTHNACENE 561, 18 5.] NA 5.] 0 NA NA NA NA NA NA BENZO(A)PYRENE 50-32-8 7.6 0.56 NA 0.56 0 NA NA NA NA NA NA BENZO(BIFLUORANTHENE 205-99-2 60 5.7 NA 5.7 0 NA NA NA NA NA NA SENZO(G,H,IIPERYLENE 191-24-2 46000 18W NA IB00 0 NA NA NA NA NA NA BENZO(x)FLUORANTHENE 20)-08-9 620 5) NA 5] 0 NA NA NA NA NA NA SENZYLBUTYL PHTHALATE 85 68-] 260 1600 NA 2.0 0 NA NA NA NA NA NA SISO2 H LORETHO"METHANE 111-91-1 0.012 3.1 NA 0.012 0 NA NA NA NA NA NA 8I5(2-CHMROETHYL)ETHER 11144-4 0.0021 2.2 NA 0..21 0 NA NA NA NA NA NA BIS(2{HLOROISOPROPYL)ETHER 30&60-1 1.90E-01 51 NA 0.19 0 NA NA NA NA NA NA BIS(2-ETHYLHEKYL)PHTHALATE 11] 81-] 160 43 NA 43 0 NA NA NA NA NA NA CHRVSENE 218-01-9 1500 560 NA so 0 NA NA NA NA NA NA DI BENZ(A,H)ANTHRACENE 53 )0-3 15 0.55 NA 0.11 0 NA NA NA NA NA NA DIETHYL PHTHALATE -66-2 16a 53M NA 1 0 0 NA NA NA NA NA NA DI METHYL PHTHALATE 131-11-3 62 53000 NA fit 0 NA NA NA NA NA NA DI-N-BUTYL PHTHALATE 84-)4-2 3300 6200 NA 3300 0 NA NA NA NA NA NA DI-N-OCTYL PHTHALATE 117-84-0 810000 .0 NA 6a0 0 NA NA NA NA NA NA FWORANTH ENE 20644-0 1900 21M NA 1900 0 NA NA NA NA NA NA FLUORENE 86-)3-] 301 2300 NA 300 0 NA NA NA NA NA NA HEM HLORO-I,3-BUTADIENE 8)-68-3 3.3 20 NA 3.3 0 NA NA NA NA NA NA HEKACHLDROBENZENE 118-)4-1 1.1 1.1 NA 1.1 0 NA NA NA NA NA NA HEM HLOROCYCLOPENTADIENE 7)-4]-4 19 14 NA 14 0 NA NA NA NA NA NA HEKACHLOROETHANE 6)-)2-1 1.3 46 NA 1.3 0 NA NA NA NA NA NA INDENO(1,2,3-CD)PVRENE 193-39-5 170 5.] NA 5.7 0 NA NA NA NA NA NA ISOPHORONE J8-59-1 3 49W NA 3 0 NA NA NA NA NA NA NAPHTHALENE 91-20-3 31 220 NA 31 0 NA NA NA NA NA NA NITROBENZENE 98-95-3 0.35 66 NA 0.35 0 NA NA NA NA NA NA N-NITROSODIMETHVIAMINE 62-)5-9 0.00003] 0.06 NA 0.00003] 0 NA NA NA NA NA NA N-NITR050DI-N-PROPYLAMINE 621-64-7 0.00035 0A NA 0.011 0 NA NA NA NA NA NA N-NITROSODIPHENYIAMINE 86-30-6 2.8 570 NA 2.8 0 NA NA NA NA NA NA PENTACHLOlm HENOL 8786-5 0.018 0.73 NA 0..a 0 NA NA NA NA NA NA PHENANTHRENE 85-01-8 420 17M NA 411 0 NA NA NA NA NA NA PHENOL 108 95 2 19 1800 NA 19 0 NA NA NA NA NA NA PYRENE 129-00-0 1300 _ NA 1100 0 NA NA NA Nlttaie/Nitrite" HE 1 19 2,87 1 NA NA 11 1 ND NA 1 19 1 8000 HE All concentrations in mg/Kg GWP = Groundwater Protection V111e(Gw5oili„ 0.5-Acre PCL) TSC=Total Soil Combined Va lue(TO,oilmme) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL=Sample Detection Limit ND=Nat Detected; HA=Not Ar,Iw,d/Not Applicable; NE=Not Evaluated 1 = Estimated Values TRRP PCL, Published: December 2015 "Lowest available PCL utilized - esult exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 2: Soil Results - Metals, pH, SVOCs, and Nitrate/Nitrite Anna Grain Sample Point: B-16 B-16 MW-17 MW-17 B-18 B-19 Anna,Texas Sample Date: 2/11/2016 2/11/2016 2/11/2016 2/11/2016 2/11/2016 2/11/2016 Sample Interval: 0-1' 5-6' 0-1' 21-22' 1-2' 0-1' Arsenic 7440-38-2 5 24 5.9 5.9 91.2 10111111111111111 3.06 2.87 232 14.5 NA 2.64 5.88 2.69 I1A Barium 7440-39-3 440 81W 300 440 1010 0.765 250 NA 0.681 424 NA 0.659 138 0.673 209 01 Cadmium 7440-43-9 1.5 52 NE 1.5 1.14 0.765 0.398 1 NA 0,681 0.249 1 NA 0.659 ND 0,673 0.15 1 Ch,omium 7440-47-3 2400 33.0 30 MO 38.7 1,53 38.7 NA 1.36 35A NA 1.32 36.4 1,35 111 01 Lead 7439-92-1 3 NO 15 IS 127 0.765 35.6 NA 0,681 28.1 NA 0.659 19.9 0,673 18A Selenium 7782-49-2 1.3 310 0.3 2.3 SA3 3,06 ND NA 2- 1.66 1 NA 2.64 ND 2.69 ND Silver Mertu, 7440-224 7439-9]-6 0.48 0.0078 97 3.6 NE 0'. 0,48 004 0.42 0.- 1,53 ND 0.0306 0.0517 NA 1.36 0u272 ND 0.0554 NA NA 1.32 uu- ND 0.0105 1 1.35 uu- ND ND ,H NA NA 9,33 O.l J.95 NAI 1 7.93 1121d-TRICHLOROBENZENE 120-82-1 4.8 120 NA 4.8 0 NA NA NA 0.3] ND NA NA 2,4,6-TRICHLOROPHENOL 88-06-2 0,17 67 NA 0.17 o NA NA NA 0.37 ND NA NA 2,d-DICHL0ROPHENOL 12D-83-2 0.35 200 NA 0.35 0 NA NA NA 1.31 ND NA NA 2,4-DIMETHYLPHENOL 305-6]-9 3.2 13M NA 3.2 o NA NA NA 0.37 ND NA NA 2,d-DINITR0PHENOL 51-2&5 0.094 130 NA 0.094 0 NA NA NA 1.31 ND NA NA 2,4-DINITROTOLUENE 121-14-2 no-6.9 NA 0.0053 o NA NA NA 0.31 ND NA NA 2,&DINITROTOLUENE 60&20-2 0.0048 6.9 NA 0.0048 0 NA NA NA 0.37 ND NA NA 2-CHLORONAPHTHALENE 91-58-7 670 50M NA 670 o NA NA NA 0.0366 ND NA NA 2-CHLOROPHENOL 95-57-8 1.6 410 NA 1.6 0 NA NA NA 0.37 ND NA NA 2-NITROPHENOL 88-7S-5 0,13 130 NA 0.13 o NA NA NA 0,37 ND NA NA 3,3-DICHLOROBENZIDINE 91-94-1 0.063 10 NA 0.063 0 NA NA NA 0.37 ND NA NA 4,6-DINITRO-2 METHYLPHENOL 534-52-1 0.0047 6.7 NA 0.0047 o NA NA NA 0,37 ND NA NA 4-BROMOPHENYL-PHENYLETHER 301-55-3 0.35 0.28 NA 0.29 0 NA NA NA 0.3] ND NA NA 4-CHLORO 3-METHYLPHENOL 59-50-7 4.5 330 NA 4.5 o NA NA NA n37 ND NA NA 4-CHLOROPHENYL-PHENYLETHER ]005-]2-3 0.032 0.16 NA 0.032 0 NA NA NA 0.37 ND NA NA 4-NITROPHENOL 100A2-7 0.1 130 NA 0.1 o NA NA NA 0,37 ND NA NA ACENAPHTHENE 83-32-9 240 30M NA 240 0 NA NA NA 0.0366 ND NA NA ACENAPHTHYLENE 208-96-8 410 38W NA 430 o NA NA NA 0.0366 ND NA NA ANTHRACENE 120-12-7 6900 18000 NA 6900 0 NA NA NA 0.0366 ND NA NA BENZIDINE 92-87-5 0,000011 0.015 NA 0.000031 o NA NA NA 0,37 ND NA NA BENZO(A)ANTHRACENE 56-55-3 18 5.7 NA 5.7 0 NA NA NA 0.0366 ND NA NA SENZO(A)PYRENE 50-32-8 7.6 0.56 NA 0.56 o NA NA NA 0.0366 ND NA NA BENZO(IILUORANTHENE 205-99-2 60 5.7 NA 5.7 0 NA NA NA 0.0366 ND NA NA BENZO(G,HJ)PERYLENE 191-24-2 460W 18W NA IBOO o NA NA NA 0.0366 ND NA NA BENZO(K)FLUORANTHENE 20-08-9 620 57 NA 57 0 NA NA NA 0.0366 ND NA NA SENZYLBUTYL PHTHALATE 85 68-7 260 16W NA 260 o NA NA NA 0,37 ND NA NA BISO2 LORETHOSV)METHANE 111-91-1 0.012 3.1 NA 0.012 0 NA NA NA 0.37 ND NA NA 8I5(2-CHLOROETHYL)ETHER 11144-4 0.0021 2.2 NA 0..21 o NA NA NA 0,37 ND NA NA BIS(2{HLOROISOPROPYL)ETHER 308 0-1 1.90E-01 51 NA 0.19 0 NA NA NA 0.37 ND NA NA BIS(2-ETHYLHEKYL)PHTHALATE 117 81-7 160 43 NA 43 o NA NA NA 0.37 ND NA NA CHRYSENE 218-01-9 1500 560 NA 560 0 NA NA NA 0.0366 ND NA NA DI BENZ(A,H)ANTHRACENE '3 0-1 15 0.55 NA 0.55 o NA NA NA 0.0366 ND NA NA DIETHYL PHTHALATE S 66-2 160 53NO NA IN 0 NA NA NA 0.37 ND NA NA DI METHYL PHTHALATE 131-11-3 62 53WO NA fit o NA NA NA 0,37 ND NA NA DI-N-BUTYL PHTHALATE 84-74-2 3300 62M NA 3300 0 NA NA NA 0.37 ND NA NA m-N-m-LPHTHALATE 117-84-0 810000 .0 NA 640 o NA NA NA 0,37 ND NA NA FWORANTH ENE 206A4-0 1900 23M NA 1900 0 NA NA NA 0.0366 ND NA NA FLUORENE 86-73-7 300 23W NA 3W o NA NA NA 0.0366 ND NA NA HEM HLORO-I,3-BUTADIENE 87-68-3 3.3 1NA 3.3 0 NA NA NA 0.37 ND NA NA HEM HLOROBENZENE 118-74-1 1.1 1.1 NA 1.1 o NA NA NA 0,37 ND NA NA HEM HLOROCYCLOPENTADIENE ]J-4]-4 19 14 NA 14 0 NA NA NA 0.37 ND NA NA HEXACHLOROETHANE 67-72-1 1.3 46 NA 1.3 o NA NA NA 0,37 ND NA NA INDENO(1,2,3-CDIPVRENE 193-39-5 170 5.7 NA 5.7 0 NA NA NA 0.0366 ND NA NA I50PHORONE ]8-59-1 3 4900 NA 3 0 NA NA NA 0.37 ND NA NA NAPHTHALENE 91-20-3 31 220 NA 31 0 NA NA NA 0.0366 ND NA NA NITROBENZENE 98-95-3 0,35 66 NA 0.35 o NA NA NA 0,37 ND NA NA N-NITROSODIMETHVIAMINE 62-]&9 0.000037 0.074 NA 0.000037 0 NA NA NA 0.3) ND NA NA N-NITR050DI-N-PROPYLAMINE 621-64-7 0.00035 0A NA 0.00035 o NA NA NA 0.3J ND NA NA N-NITROSODIPHENYIAMINE 86-30-6 2.8 SJO NA 2.8 0 NA NA NA 0.37 ND NA NA PENTACH mm HENOL 87 86-5 0,018 0.73 NA 0.018 o NA NA NA 0,37 ND NA NA PHENANTHRENE 85-01-8 420 17M NA 420 0 NA NA NA 0.0366 ND NA NA PHENOL 108 95 2 19 1800 NA 19 0 NA NA NA 0.37 ND NA NA PYRENE 111100 11DO 1700 NA 1100 0 NA NA NA 0-0366 ND NA NA Nlttaie/Nitrite" HE 1 1 2,87 1 1 NA NA 2.72 1 ND NA NA NA 1 19 8000 HE All concentrations in m8/Ke G W P = Groundwater Protection Value (GWS.ili„ 0.5-Acre PCL) TSC= Total Soil Combined Va lue(TO,cjl_) RAT = Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SOL=Sample Detection Limit ND=Nat Detected; HA=Not Analw,d/Not Applicable; NE=Not Evaluated J = Estimated Values TRRP PCL, Published: December 2015 "Lowest available PCL utilized - esult exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 2: Soil Results - Metals, pH, SVOCs, and Nitrate/Nitrite Anna Grain Sample point: MW-20 MW-20 13-21 13-22 13-23 3-24 Anna,Texas Sample Date: 2/11/2016 2/11/2.16 2/11/2016 2/11/2016 2/11/2016 2/11/2016 Sample Interval: 0-1' 9-10' 0-1' 0-1' 0-1' 0-1' Arsenic )440-38-2 6 1010 Bar- 141 440 810072.37 J4 6 5] 3]3 0.65) 1 02..6]1 14 02.6..6514 155 02.6.]869 114 449 1.5 520 NE 1.14 )-- CSSM,eialvdleemnr 6]4 9 23 0.245 1 O24 65J 29 .) 1 54 0.21 0.1)6 1 J44W-4J-3 2400 3300 30 38.) 1.6Chromm 111. . 31 10.601651J 131 13.1 138 381 Lead 39-9992-21 3 00 15 127 520.SJ 6 23.6 06]6 420.SJ 0.654 23.6 0.689 127 iiuumm 772 1.43 J 8 J1 2l No 2JN 1.631 D9 NJ4-22-0 1.38 D J4-9J 0-1 uu27 6N. _ 0.0261 .31 0 0emur 0276 025 H 3 01 8.8 NA 11NA 0.1 B.J6 Sernivolatile Organic 1,2,d-TRICHLOROBENZENE Compounds 120-82-1 4.8 120 NA 4.8 0 NA NA NA NA7NA NA 2,4,6-TRIHLROHENOL 88-06-2 1,1) 6) NA 0.1) 0 NA NAA NANA2,d-DICHLOROPHENOL 12D-83-2 0.35 200 NA 0.35 0 NA NA NA NA NA2,4-DIMETHYLPHENOL 305-6J-9 3.2 13M NA 3.2 0 NA NA NA NA NA2,d-DINITROPHENOL 51-28-5 0.094 130 NA 0.090 0 NA NA NA NA NA2,4-DINITROTOLUENE 121-14-2 00053 69NA 0.0053 0 NA NA NA NA NA2,6-DINITROTOLUENE 606-20-2 0.0048 6.9 NA 0.0048 0 NA NA NA NA NA2-CHLORONAPHTHALENE 91-58-] 6]0 50MNA 6)0 0 NA NA NA NA NA2-CHLOROPHENOL 955]81.6 410 NA 16 0 NA NA NA NA NA2-NITROPHENOL 88-)5-5 0.13 130 NA 0.13 0 NA NA NA NA NA3,3-DICHLOROBENZIDINE 91941 0.063 10 NA 0.063 0 NA NA NA NA NA 4,6-DINITRO-2 METHYLPHENOL 534-52-1 0.004] 6.] NA 0.004) 0 NA NA NA NA NA NA 4-BROMOPHENYL-PHENYLETHER 101-55-3 0.35 0.28 NA 0.29 0 NA NA NA NA NA NA 4-CHLORO 3-METHYLPHENOL 59-50-7 4.5 330 NA 4.5 0 NA NA NA NA NA NA 4-CHLOROPHENYL-PHENYLETHER )005-]2-3 0.032 0.16 NA 0.032 0 NA NA NA NA NA NA 4-NITROPHENOL 300-02-7 0.1 130 NA 0.1 0 NA NA NA NA NA NA ACENAPHTHENE 83-32-9 240 30M NA 10 0 NA NA NA NA NA NA ACENAPHTHYLENE 208-96-8 410 3800 NA 430 0 NA NA NA NA NA NA ANTHRACENE 120-12-) 6900 18000 NA 6900 0 NA NA NA NA NA NA BENZIDINE 92-8]-5 0.000011 0.015 NA 0.0.031 0 NA NA NA NA NA NA BENZ0 A)ANTHRACENE 561, 18 5.7 NA 5.7 0 NA NA NA NA NA NA SENZO(A)PYRENE 50-32-8 7.6 0.56 NA 0.56 0 NA NA NA NA NA NA BENZO(BIFLUORANTHENE 205-99-2 60 5.7 NA 5.7 0 NA NA NA NA NA NA SENZO(G,HJIPERYLENE 191-24-2 46000 18W NA IB00 0 NA NA NA NA NA NA BENZO(K)FLUORANTHENE 20)-08-9 121 5) NA 5) 0 NA NA NA NA NA NA SENZYLBUTYL PHTHALATE 85 68-7 260 1600 NA 2.0 0 NA NA NA NA NA NA SISO2 H LORETHOZVIMETHANE 111-91-1 0.012 3.1 NA 0.012 0 NA NA NA NA NA NA 8I5(2-CHMROETHYL)ETHER 11144-4 0.0021 2.2 NA 0.0021 0 NA NA NA NA NA NA BIS(2{HLOROISOPROPYL)ETHER 308-60-1 1.90E-01 51 NA 0.19 0 IN NA NA NA NA NA BIS(2-ETHYLHEKYL)PHTHALATE 11] 81-] 160 43 NA 43 0 NA NA NA NA NA NA CHRYSENE 218-01-9 1500 560 NA 560 0 NA NA NA NA NA NA DI BENZ(A,H)ANTHRACENE 53 )0-3 15 0.55 NA 0.11 0 NA NA NA NA NA NA DIETHYL PHTHALATE -66-2 16a 53M NA 1 0 0 NA NA NA NA NA NA DI METHYL PHTHALATE 131-11-3 62 53000 NA fit 0 NA NA NA NA NA NA DI-N-BUTYL PHTHALATE lW74-2 3300 6200 NA 3300 0 NA NA NA NA NA NA DI-N-OCTYL PHTHALATE 117-14-0 81.00 .0 NA 640 0 NA NA NA NA NA NA FWORANTH ENE 20644-0 1900 23M NA 1900 0 NA NA NA NA NA NA FLUORENE 86-J3-] 301 2300 NA 300 0 NA NA NA NA NA NA HEM 111-ORO-I,3-BUTADIENE 8]-68-3 3.3 20 NA 3.3 0 NA NA NA NA NA NA HEKACHLOROBENZENE 118-)4-1 1.1 1.1 NA 1.1 0 NA NA NA NA NA NA HEM HLOROCYCLOPENTADIENE 7]-4]-4 19 14 NA 14 0 NA NA NA NA NA NA HEKACHLOROETHANE 6)-)2-1 1.3 46 NA 1.3 0 NA NA NA NA NA NA INDENO(1,2,3-CD)PVRENE 193-39-5 1]0 1.7 NA 5.7 0 NA NA NA NA NA NA ISOPHORONE ]8-59-1 3 49M NA 3 0 NA NA NA NA NA NA NAPHTHALENE 91-20-3 31 220 NA 31 0 NA NA NA NA NA NA NITROBENZENE 98-95-3 0.31 66 NA 0.35 0 NA NA NA NA NA NA N-NITROSODIMETHVIAMINE 62-]5-9 0.00003) 0.06 NA 0.00003) 0 NA NA NA NA NA NA N-NITR050DI-N-PROPYLAMINE 621-64-7 0.00035 0A NA 0.011 0 NA NA NA NA NA NA N-NITROSODIPHENYIAMINE 86-30-6 2.8 570 NA 2.8 0 NA NA NA NA NA NA TAC PENCum HENOL 871-0.018 0.73 NA 0.018 0 NA NA NA NA NA NA PHENANTHRENE 85-01-8 420 17M NA 411 0 NA NA NA NA NA NA PHENOL 108 95 2 19 1800 NA 19 0 NA NA NA NA NA NA PYRENE 129-00-0 1300 1J00 NA 1100 0 NA NA NA N NA Nlttaie/Nitrite" HE 1 19 2.87 2.7 ND NA NA NA NA NA 1 19 1 8000 HE All concentrations in mg/Kg GWP = Groundwater Protection V111e(Gw5oili„ 0.5-A11e PCL) TSC=Total Soil Combined Va lue(TO,cjlmme) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL=Sample Detection Limit ND=Nat Detected; HA=Not Analyzed/Not Applicable; NE=Not Evaluated 1 = Estimated Values TRRP PCL, Published: December 2015 "Lowest available PCL utilized - esult exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 2: Soil Results - Metals, pH, SVOCs, and Nitrate/Nitrite Anna Grain Sample Point: B-25 B-26 B-27 B-28 B-29 Anna,Texas Sample at. 2/11/2016 2/11/2016 2/17/2016 2/17/2016 2/17/2016 Sample Interval: 0-1' 0-1' 0-1' 0-1' 0-1' Wtals Arsenic 7440-38-2 5 24 5.9 5.9 91.2 2.73 4.]] 2.66 4.89 2.41 30.2 2.39 2.52 Barium 741113 3 440 811 311 440 1010 0.682 206 0.665 162 0.603 84.1 0.597 131 0.63 81.2 Cadmium 7440-43-9 1.5 52 NE 1.5 1.14 0,682 0.311 1 0.665 0.411 1 0.603 0.312 J 0.597 0.455 J 0.63 0.401 1 Chromium J440-47-3 2400 33.0 30 2400 38.7 1,36 14 1.33 8.23 1.21 17.9 1.19 23.4 1.26 16.3 Lead J439-92-1 3 500 15 11 127 0.682 32.6 0.665 38.6 0.603 30.1 0.597 36.8 0.63 21.5 Selenium J782-99-2 2.3 310 0.3 2.3 5.43 2,73 1.16 1 2.66 1.05 1 2,41 ND 2.39 NO 2.52 ND Silver J440-224 0.48 97 NE 0,48 0.42 1,36 ND 1,33 ND 1.21 NO 1.19 NO 1.26 ND Mertur, J439-9J-6 O.O07S 3.6 0.04 0,04 0.225 0.02J3 0.00569 1 0.0266 0.161 0.0241 0.0521 0.0239 0.02] 0.0252 0.01]8 1 ,H NA NA 9,33 NA NA 0.1 7,94 NA 1121d-TRICHLOROBENZENE 120-82-1 4.8 120 NA 4.8 0 NA NA NA NATNA 2,4,6-TRICHLOROPHENOL 88-06-2 0,17 67 NA 0.17 0 NA NA NA NA2,d-DICHLOROPHENOL 12D-83-2 0.35 200 NA 0.35 0 NA NA NANA2,4-DIMETHYLPHENOL 305-67-9 3.2 13M NA 3.2 0 NA NA NA NA2,d-DINITROPHENOL 51-2&5 0.094 130 NA 0.094 0 NA NA NANA2,4-DINITROTOLUENE 121-14-2 0.0053 6.9 NA 0.0053 0 NA NA NA NA2,&DINITROTOLUENE 60&20-2 oom 6.9 NA 0.0048 0 NA NA NA NA2-CHLORONAPHTHALENE 91-58-] 171 51M NA 671 0 NA NA NA NA2-CHLOROPHENOL 95-5]81.6 410 NA 1.6 0 NA NA NA NA2-NITROPHENOL 88-75-5 0,13 130 NA 0.13 0 NA NA NA NA 3,3-DICHLOROBENZIDINE 91-94-1 0.063 10 NA 0.063 0 NA NA NA NA NA 4,6-DINITRO-2 METHYLPHENOL 534-52-1 0.0047 6.7 NA 0.0047 0 NA NA NA NA NA 4-BROMOPHENYL-PHENYLETHER 301-55-3 0.35 0.28 NA 0.29 0 NA NA NA NA NA 4-CHLORO 3-METHYLPHENOL 59-50-7 4.5 330 NA 4.5 0 NA NA NA NA NA 4-CHLOROPHENYL-PHENYLETHER 7005-]2-3 0.032 0.16 NA 0.032 0 NA NA NA NA NA 4-NITROPHENOL 100A2-7 oL 130 NA 0.1 0 NA NA NA NA NA ACENAPHTHENE 83-32-9 240 30M NA 200 0 NA NA NA NA NA ACENAPHTHYLENE 208-96-8 410 38W NA 410 0 NA NA NA NA NA ANTHRACENE 120-12-7 6900 18000 NA 6900 0 NA NA NA NA NA BENZIDINE 92-87-5 0,000011 0.015 NA 0.000031 0 NA NA NA NA NA BENZ0 A)ANTHRACENE 5611 18 5.] NA 5.7 0 NA NA NA NA NA SENZO(A)PYRENE 50-32-8 7.6 0.56 NA 0.56 0 NA NA NA NA NA BENZO(BIFLUORANTHENE 205-99-2 60 5.7 NA 5.7 0 NA NA NA NA NA SENZO(G,HJIPEHYLENE 191-24-2 46000 18W NA IBOU 0 NA NA NA NA NA BENZO(K)FLUORANTHENE 207-08-9 121 57 NA 57 0 NA NA NA NA NA SENZYLBUWL PHTHALATE 85 68-] 260 1600 NA 260 0 NA NA NA NA NA SISO2 H LORETHO")METHANE 111-91-1 0.012 3.1 NA 0.012 0 NA NA NA NA NA 8I5(2-CHLOROETHYL)ETHER 11144-4 0.0021 2.2 NA 0.0021 0 NA NA NA NA NA BIS(2{HLOROISOPROPYL)ETHER 30&60-1 1.90E-01 51 NA 0.19 0 NA NA NA NA NA BIS(2-ETHYLHEKYL)PHTHALATE 117 81-7 160 43 NA 43 0 NA NA NA NA NA CHRVSENE 218-01-9 1500 560 NA H50 0 NA NA NA NA NA DI BENZ(A,H)ANTHRACENE 53 70-3 15 0.55 NA 0.11 0 NA NA NA NA NA DIETHYL PHTHALATE -66-2 16a 53M NA 1 0 0 NA NA NA NA NA DI METHYL PHTHALATE 131-11-3 62 53000 NA fit 0 NA NA NA NA NA DI-N-BUTYL PHTHALATE lW74-2 3300 6200 NA 3300 0 NA NA NA NA NA DI-N-OCTYL PHTHALATE 117-14-0 810000 .0 NA 640 0 NA NA NA NA NA FWORANTH ENE 206-44-0 1900 23M NA 1900 0 NA NA NA NA NA FLUORENE Ri 73-7 300 2300 NA 300 0 NA NA NA NA NA HEM HLORO-I,3-BUTADIENE 81-68-3 3.3 20 NA 3.3 0 NA NA NA NA NA HEHLOROBENZENE 118-74-1 1.1 1.1 NA 1.1 0 NA NA NA NA NA HEM HLOROCYCLOPENTADIENE ]7-4]-4 19 14 NA 14 0 NA NA NA NA NA HEKACHLOROETHANE 67-71-1 1.3 46 NA 1.3 0 NA NA NA NA NA INDENO(1,2,3-CD)PVRENE 193-39-5 170 5.] NA 5.7 0 NA NA NA NA NA 150PHORONE 78-59-1 3 49M NA 3 0 NA NA NA NA NA NAPHTHALENE 91-20-3 31 220 NA 31 0 NA NA NA NA NA NITROBENZENE 98-95-3 0.35 66 NA 0.35 0 NA NA NA NA NA N-NITROSODIMETHVIAMINE 62-]5-9 0.00003] 0.06 NA 0.000037 0 NA NA NA NA NA N-NITROSODI-N-PROPYLAMINE 621-64-7 0.00035 0A NA 1011 0 NA NA NA NA NA N-NITROSODIPHENYIAMINE 86-30-6 2.8 570 NA 2.8 0 NA NA NA NA NA PENTACHLOROPHENOL 8786-5 0.018 0.73 NA 0..a 0 NA NA NA NA NA PHENANTHRENE 85-01-8 108 95 2 420 19 17M 1800 NA NA 420 19 0 0 NA NA NA NA NA NA NA NA NA NA PHENOL PYRENE 129-00-0 1100 1-NA 1100 0 NA NA Nlttaie/Nitrite" HE 1 19 1 2,87 1 1 NA NA NA NA A 1 19 1 8000 HE All concentrations in m8/Ke GWP= Groundwater Protection Value(n Soil„, --Acre PCL) TSC= Total Soil Combined Va lue(TO,oil_) PAL = Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL=Sample Detection Limit ND=Nat Detected; HA=Not Analw,d/Not Applicable; NE=Not Evaluated 1 = Estimated Values TPRP PCL, Published: December 2015 "Lowest available PCL utilized - esult exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: MW-2 B-3 Anna,Texas Sample Date: 2/10/2016 2/10/2016 Sample Interval: 17-18' 0-1' 72,.-D 670 0.- 0 NA 0.0937 ND 93-72-1 5.3 530 5.3 0 NA 0.0937 ND 94-75-7 2.6 730 2.6 0 NA 0.0937 ND 94-82-6 0.39 530 0.39 0 NA 0.0937 ND Dalapon 75-99-0 0.58 2000 0.58 0 NA 1.07 ND Dicamba 1918-00-9 1.5 2000 1.5 0 NA 0.0937 ND Dichloroprop 120-36-5 0.47 670 0.47 0 NA 0.0937 ND Dinoseb 88-85-7 0.35 67 0.35 0 NA 0.0937 ND MCPA 94-74-6 0.023 33 0.023 0 NA 8.7 NO MCPP 93-65-2 0.047 67 0.047 0 NA 8.7 NO MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA 0.134 NO Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA 0.134 NO Chlorpyrifos 2921-88-2 15 130 15 0 NA 0.134 ND Coumaphos 56-72-4 110 430 110 0 NA 0.134 ND Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA 0.0937 NO Diazinon 333-41-5 0.16 31 0.16 0 NA 0.134 ND Dichlorvos 62-73-7 490000 16 16 0 NA 0.134 ND Dimethoate 60-51-5 0.01 13 0.01 0 NA 0.134 ND Disulfoton 298-04-4 0.35 2.7 0.35 0 NA 0.134 NO EPN 2104-64-5 0.055 0.67 0.055 0 NA 0.134 ND Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA 0.134 NO Ethyl Parathion 56-38-2 33 400 33 0 NA 0.134 ND Fensulfothion 115-90-2 0.35 67 0.35 0 NA 0.134 NO Fenthion 55-38-9 0.079 4.7 0.079 0 NA 0.134 ND Malathion 121-75-5 6.6 170 6.6 0 NA 0.134 ND Merphos 150-50-5 6.5 2 2 0 NA 0.134 ND Methyl Parathion 298-00-0 0.17 17 0.17 0 NA 0.134 ND Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA 0.134 ND Naled 300-76-5 0.35 130 0.35 0 NA 0.134 NO Phorate 298-02-2 1.1 13 1.1 0 NA 0.134 ND Ronnel 299-84-3 420 2300 420 0 NA 0.134 ND Stirophos 22248-79-9 2400 2600 2400 0 NA 0.134 ND Sulfotep 3689-24-5 0.39 33 0.39 0 NA 0.134 NO TEPP 107-49-3 0.0093 0.73 0.0093 0 NA 1.34 ND 13 Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA 0.134 ND Trichloronate 327-98-0 120 140 120 0 NA 0.134 NO 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0268 NO J3 NA 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0268 NO J3 NA 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0268 ND NA Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0268 ND 13 NA Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0268 ND J3 NA Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0268 ND J3 NA Chlordane 12789-03-6 0.2 770 0.2 0 0.268 ND NA Delta-BHC 319-86-8 0.051 360 0.051 0 0.0268 ND J3 NA Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0268 ND J3 NA Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0268 ND J3 NA Endosulfan 11 33213-65-9 15 NE IS 0 0.0269 ND J3 NA Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0268 ND J3 NA Endrin 72-20-8 0.2 NE 0.2 0 0.0269 ND J3 NA Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0268 ND J3 NA Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0268 ND J3 NA Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0268 NO J3 NA Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0268 ND J3 NA Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0268 NO 13 NA Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0268 ND 13 NA Methoxychlor 72-43-5 4 NE 4 0 0.0268 NO NA Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.535 1 NO I I I NA Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: MW-5 MW-6 Anna,Texas Sample Date: 2/10/2016 2/10/2016 Sample Interval: 7-8' .r 3-4' 2,4,5-T 93-76-5 0.99 670 0.- 0 0.0849 ND NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 0.0849 ND NA 2,4-D 94-75-7 2.6 730 2.6 0 0.0849 NO NA 2,4-DB 94-82-6 0.39 530 0.39 0 0.0849 ND NA Dalapon 75-99-0 0.58 2000 0.58 0 0.97 NO NA Dicamba 1918-00-9 1.5 2000 1.5 0 0.0849 ND NA Dichloroprop 120-36-5 0.47 670 0.47 0 0.0849 NO NA Dinoseb 88-85-7 0.35 67 0.35 0 0.0849 ND NA MCPA 94-74-6 0.023 33 0.023 0 7.88 NO NA MCPP 93-65-2 0.047 67 0.047 0 7.88 ND NA •• Azinphos-methyl 86-50-0 0.44 100 0.44 0 0.121 NO NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 0.121 NO NA Chlorpyrifos 2921-88-2 15 130 15 0 0.121 ND NA Coumaphos 56-72-4 110 430 110 0 0.121 ND NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 0.0849 NO NA Diazinon 333-41-5 0.16 31 0.16 0 0.121 ND NA Dichlorvos 62-73-7 490000 16 16 0 0.121 ND NA Dimethoate 60-51-5 0.01 13 0.01 0 0.121 ND NA Disulfoton 298-04-4 0.35 2.7 0.35 0 0.121 ND NA EPN 2104-64-5 0.055 0.67 0.055 0 0.121 ND NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 0.121 ND NA Ethyl Parathion 56-38-2 33 400 33 0 0.121 ND NA Fensulfothion 115-90-2 0.35 67 0.35 0 0.121 ND NA Fenthion 55-38-9 0.079 4.7 0.079 0 0.121 ND NA Malathion 121-75-5 6.6 170 6.6 0 0.121 ND NA Merphos 150-50-5 6.5 2 2 0 0.121 ND NA Methyl Parathion 298-00-0 0.17 17 0.17 0 0.121 ND NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 0.121 ND NA Naled 300-76-5 0.35 130 0.35 0 0.121 NO NA Phorate 298-02-2 1.1 13 1.1 0 0.121 ND NA Ronnel 299-84-3 420 2300 420 0 0.121 ND NA Stirophos 22248-79-9 2400 2600 2400 0 0.121 ND NA Sulfotep 3689-24-5 0.39 33 0.39 0 0.121 NO NA TEPP 107-49-3 0.0093 0.73 0.0093 0 1.21 ND 13 NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 0.121 NO NA Trichloronate 327-98-0 120 140 120 0 0.121 NO NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0242 NO 13 0.0269 NO 13 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0242 NO 13 0.0269 NO J3 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0242 NO 0.0269 NO Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0242 NO 13 0.0269 NO J3 Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0242 ND 13 0.0269 NO 13 Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0242 ND 13 0.0269 NO J3 Chlordane 12789-03-6 0.2 770 0.2 0 0.242 ND 0.269 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0242 NO 13 0.0269 NO 13 Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0242 ND 13 0.0269 ND 13 Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0242 NO 13 0.0269 NO 13 Endosulfan 11 33213-65-9 15 NE IS 0 0.0242 ND 13 0.0269 ND 13 Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0242 NO 13 0.0269 NO 13 Endrin 72-20-8 0.2 NE 0.2 0 0.0242 ND 13 0.0269 ND 13 Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0242 NO 13 0.0269 NO 13 Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0242 ND 13 0.0269 ND 13 Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0242 NO 13 0.0269 NO 13 Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0242 ND 13 0.0269 ND 13 Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0242 ND 13 0.0269 NO 13 Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0242 ND 13 0.0269 ND 13 Methoxychlor 72-43-5 4 NE 4 0 0.0242 ND 0.0269 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.485 1 NO 1 0.539 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: MW-6 B-7 Anna,Texas Sample Date: 2/10/2016 2/10/2016 Sample Interval: 19-20' 0-1' 2,4,5-T 93-76-5 0.99 670 0.99 0 0.0776 ND NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 0.0776 ND NA 2,4-D 94-75-7 2.6 730 2.6 0 0.0776 ND NA 2,4-DB 94-82-6 0.39 530 0.39 0 0.0776 ND NA Dalapon 75-99-0 0.58 2000 0.58 0 0.887 NO J6 NA Dicamba 1918-00-9 1.5 2000 1.5 0 0.0776 ND NA Dichloroprop 120-36-5 0.47 670 0.47 0 0.0776 NO NA Dinoseb 88-85-7 0.35 67 0.35 0 0.0776 ND NA MCPA 94-74-6 0.023 33 0.023 0 7.21 NO NA MCPP 93-65-2 0.047 67 0.047 0 7.21 ND NA •• Azinphos-methyl 86-50-0 0.44 100 0.44 0 0.111 NO NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 0.111 NO NA Chlorpyrifos 2921-88-2 15 130 15 0 0.111 ND NA Coumaphos 56-72-4 110 430 110 0 0.111 ND NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 0.0776 NO NA Diazinon 333-41-5 0.16 31 0.16 0 0.111 ND NA Dichlorvos 62-73-7 490000 16 16 0 0.111 ND NA Dimethoate 60-51-5 0.01 13 0.01 0 0.111 ND NA Disulfoton 298-04-4 0.35 2.7 0.35 0 0.111 NO NA EPN 2104-64-5 0.055 0.67 0.055 0 0.111 ND NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 0.111 NO NA Ethyl Parathion 56-38-2 33 400 33 0 0.111 ND NA Fensulfothion 115-90-2 0.35 67 0.35 0 0.111 NO NA Fenthion 55-38-9 0.079 4.7 0.079 0 0.111 ND NA Malathion 121-75-5 6.6 170 6.6 0 0.111 ND NA Merphos 150-50-5 6.5 2 2 0 0.111 ND NA Methyl Parathion 298-00-0 0.17 17 0.17 0 0.111 ND NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 0.111 ND NA Naled 300-76-5 0.35 130 0.35 0 0.111 NO NA Phorate 298-02-2 1.1 13 1.1 0 0.111 ND NA Ronnel 299-84-3 420 2300 420 0 0.111 ND NA Stirophos 22248-79-9 2400 2600 2400 0 0.111 ND NA Sulfotep 3689-24-5 0.39 33 0.39 0 0.111 NO NA TEPP 107-49-3 0.0093 0.73 0.0093 0 1.11 ND J3 NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 0.111 NO NA Trichloronate 327-98-0 120 140 120 0 0.111 NO NA Pesticides 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0222 ND J3 0.025 ND J3 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0222 ND 13 0.025 ND 13 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0222 NO 0.025 NO Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0222 ND J3 0.025 NO J3 Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0222 NO 13 0.025 ND 13 Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0222 NO J3 0.025 NO J3 Chlordane 12789-03-6 0.2 770 0.2 0 0.222 ND 0.25 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0222 NO 13 0.025 NO 13 Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0222 ND 13 0.025 ND 13 Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0222 NO 13 0.025 NO 13 Endosulfan 11 33213-65-9 15 NE IS 0 0.0222 ND 13 0.025 ND 13 Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0222 NO 13 0.025 NO 13 Endrin 72-20-8 0.2 NE 0.2 0 0.0222 ND 13 0.025 ND 13 Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0222 NO 13 0.025 NO 13 Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0222 ND 13 0.025 ND 13 Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0222 ND 13 0.025 NO 13 Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0222 ND 13 0.025 ND 13 Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0222 ND 13 0.025 NO 13 Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0222 ND 13 0.025 ND 13 Methoxychlor 72-43-5 4 NE 4 0 0.0222 ND 0.025 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.444 1 NO I 1 0.5 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-8 B-9 Anna,Texas Sample Date: 2/10/2016 2/10/2016 Sample Interval: 0-1' 0-1' 2,4,5-T 93-76-5 0.99 670 0.99 0 0.0927 NO 0.0951 ND 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 0.0927 ND 0.0951 ND 2,4-D 94-75-7 2.6 730 2.6 0 0.0927 NO 0.0951 NO 2,4-DB 94-82-6 0.39 530 0.39 0 0.0927 ND 0.0951 ND Dalapon 75-99-0 0.58 2000 0.58 0 1.06 ND 1.09 NO Dicamba 1918-00-9 1.5 2000 1.5 0 0.0927 ND 0.0951 ND Dichloroprop 120-36-5 0.47 670 0.47 0 0.0927 ND 0.0951 NO Dinoseb 88-85-7 0.35 67 0.35 0 0.0927 ND 0.0951 ND MCPA 94-74-6 0.023 33 0.023 0 8.61 NO 8.83 NO MCPP 1 93-65-2 1 0.047 1 67 1 0.047 1 0 1 8.61 1 NO 1 1 8.83 1 NO •• Pesticides Azinphos-methyl 86-50-0 0.44 100 0.44 0 0.132 NO 0.136 ND Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 0.132 ND 0.136 ND Chlorpyrifos 2921-88-2 15 130 15 0 0.132 NO 0.136 ND Coumaphos 56-72-4 110 430 110 0 0.132 ND 0.136 ND Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 0.0927 NO 0.0951 NO Diazinon 333-41-5 0.16 31 0.16 0 0.132 ND 0.136 ND Dichlorvos 62-73-7 490000 16 16 0 0.132 ND 0.136 ND Dimethoate 60-51-5 0.01 13 0.01 0 0.132 ND 0.136 ND Disulfoton 298-04-4 0.35 2.7 0.35 0 0.132 ND 0.136 ND EPN 2104-64-5 0.055 0.67 0.055 0 0.132 ND 0.136 ND Ethoprop 13194-48-4 0.12 6.7 0.12 0 0.132 ND 0.136 ND Ethyl Parathion 56-38-2 33 400 33 0 0.132 ND 0.136 ND Fensulfothion 115-90-2 0.35 67 0.35 0 0.132 ND 0.136 ND Fenthion 55-38-9 0.079 4.7 0.079 0 0.132 ND 0.136 ND Malathion 121-75-5 6.6 170 6.6 0 0.132 ND 0.136 ND Merphos 150-50-5 6.5 2 2 0 0.132 ND 0.136 ND Methyl Parathion 298-00-0 0.17 17 0.17 0 0.132 ND 0.136 ND Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 0.132 ND 0.136 ND Naled 300-76-5 0.35 130 0.35 0 0.132 NO 0.136 NO Phorate 298-02-2 1.1 13 1.1 0 0.132 ND 0.136 ND Ronnel 299-84-3 420 2300 420 0 0.132 ND 0.136 ND Stirophos 22248-79-9 2400 2600 2400 0 0.132 NO 0.136 NO Sulfotep 3689-24-5 0.39 33 0.39 0 0.132 ND 0.136 ND TEPP 107-49-3 0.0093 0.73 0.0093 0 1.32 ND J3 1.36 NO J3 Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 0.132 ND 0.136 ND Trichloronate 327-98-0 120 140 120 0 0.132 NO 0.136 NO Pesticides 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0265 ND 0.0272 M� NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0265 NO 0.0272 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0265 NO 0.0272 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0265 NO 0.0272 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0265 NO 0.0272 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0265 NO 0.0272 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.265 NO 0.272 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0265 NO 0.0272 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0265 ND 0.0272 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0265 NO 0.0272 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0265 ND 0.0272 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0265 NO 0.0272 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0265 ND 0.0272 NO Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0265 NO 0.0272 ND Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0265 NO 0.0272 NO Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0265 ND 0.0272 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0265 NO 0.0272 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0265 ND 0.0272 NO Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0265 NO 0.0272 ND Methoxychlor 72-43-5 4 NE 4 0 0.0265 NO 0.0272 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.53 1 NO 1 0.543 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-10 B-11 Anna,Texas Sample Date: 2/10/2016 2/10/2016 Sample Interval: 0-1' 0-1' 2,4,5-T 93-76-5 0.99 670 0.99 0 NA NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 NA NA 2,4-D 94-75-7 2.6 730 2.6 0 NA NA 2,4-DB 94-82-6 0.39 530 0.39 0 NA NA Dalapon 75-99-0 0.58 2000 0.58 0 NA NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA NA Dinoseb 88-85-7 0.35 67 0.35 0 NA NA MCPA 94-74-6 0.023 33 0.023 0 NA NA MCPP 93-65-2 0.047 67 0.047 0 NA NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA NA Chlorpyrifos 2921-88-2 15 130 15 0 NA NA Coumaphos 56-72-4 110 430 110 0 NA NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA NA Diazinon 333-41-5 0.16 31 0.16 0 NA NA Dichlorvos 62-73-7 490000 16 16 0 NA NA Dimethoate 60-51-5 0.01 13 0.01 0 NA NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA NA EPN 2104-64-5 0.055 0.67 0.055 0 NA NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA NA Ethyl Parathion 56-38-2 33 400 33 0 NA NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA NA Malathion 121-75-5 6.6 170 6.6 0 NA NA Merphos 150-50-5 6.5 2 2 0 NA NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA NA Naled 300-76-5 0.35 130 0.35 0 NA NA Phorate 298-02-2 1.1 13 1.1 0 NA NA Ronnel 299-84-3 420 2300 420 0 NA NA Stirophos 22248-79-9 2400 2600 2400 0 NA NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA NA Trichloronate 327-98-0 120 140 120 0 NA NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0269 NO 0.0278 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0269 ND 0.0278 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0269 ND 0.0278 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0269 NO 0.0278 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0269 ND 0.0278 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0269 NO 0.0278 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.269 ND 0.278 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0269 NO 0.0278 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0269 ND 0.0278 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0269 NO 0.0278 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0269 ND 0.0278 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0269 NO 0.0278 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0269 ND 0.0278 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0269 NO 0.0278 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0269 ND 0.0278 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0269 ND 0.0278 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0269 ND 0.0278 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0269 ND 0.0278 ND Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0269 ND 0.0278 ND Methoxychlor 72-43-5 4 NE 4 0 0.0269 ND 0.0278 ND Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.538 1 NO 1 0.556 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-12 MW-13 Anna,Texas Sample Date: 2/10/2016 2/11/2016 Sample Interval: 0-1' 0-1' 2,4,5-T 93-76-5 0.99 670 0._ 0 NA NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 NA NA 2,4-D 94-75-7 2.6 730 2.6 0 NA NA 2,4-DB 94-82-6 0.39 530 0.39 0 NA NA Dalapon 75-99-0 0.58 2000 0.58 0 NA NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA NA Dinoseb 88-85-7 0.35 67 0.35 0 NA NA MCPA 94-74-6 0.023 33 0.023 0 NA NA MCPP 93-65-2 0.047 67 0.047 0 NA NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA NA Chlorpyrifos 2921-88-2 15 130 15 0 NA NA Coumaphos 56-72-4 110 430 110 0 NA NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA NA Diazinon 333-41-5 0.16 31 0.16 0 NA NA Dichlorvos 62-73-7 490000 16 16 0 NA NA Dimethoate 60-51-5 0.01 13 0.01 0 NA NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA NA EPN 2104-64-5 0.055 0.67 0.055 0 NA NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA NA Ethyl Parathion 56-38-2 33 400 33 0 NA NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA NA Malathion 121-75-5 6.6 170 6.6 0 NA NA Merphos 150-50-5 6.5 2 2 0 NA NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA NA Naled 300-76-5 0.35 130 0.35 0 NA NA Phorate 298-02-2 1.1 13 1.1 0 NA NA Ronnel 299-84-3 420 2300 420 0 NA NA Stirophos 22248-79-9 2400 2600 2400 0 NA NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA NA Trichloronate 327-98-0 120 140 120 0 NA NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.025 NO 0.0272 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.025 ND 0.0272 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.025 ND 0.0272 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.025 NO 0.0272 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.025 ND 0.0272 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.025 NO 0.0272 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.25 ND 0.272 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.025 NO 0.0272 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.025 ND 0.0272 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.025 NO 0.0272 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.025 ND 0.0272 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.025 NO 0.0272 NO Endrin 72-20-8 0.2 NE 0.2 0 0.025 ND 0.0272 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.025 NO 0.0272 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.025 ND 0.0272 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.025 NO 0.0272 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.025 ND 0.0272 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.025 ND 0.0272 NO Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.025 ND 0.0272 ND Methoxychlor 72-43-5 4 NE 4 0 0.025 ND 0.0272 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.499 1 NO 1 0.543 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: MW-13 B-14 Anna,Texas Sample Date: 2/11/2016 2/11/2016 Sample Interval: 13-14' 0-1' 2,4,5-T 93-76-5 0.99 670 0.99 0 0.0775 ND NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 0.0775 ND NA 2,4-D 94-75-7 2.6 730 2.6 0 0.0775 NO NA 2,4-DB 94-82-6 0.39 530 0.39 0 0.0775 ND NA Dalapon 75-99-0 0.58 2000 0.58 0 0.886 NO NA Dicamba 1918-00-9 1.5 2000 1.5 0 0.0775 ND NA Dichloroprop 120-36-5 0.47 670 0.47 0 0.0775 NO NA Dinoseb 88-85-7 0.35 67 0.35 0 0.0775 ND NA MCPA 94-74-6 0.023 33 0.023 0 7.2 NO NA MCPP 93-65-2 0.047 67 0.047 0 7.2 NO NA •• Azinphos-methyl 86-50-0 0.44 100 0.44 0 0.111 NO NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 0.111 NO NA Chlorpyrifos 2921-88-2 15 130 15 0 0.111 ND NA Coumaphos 56-72-4 110 430 110 0 0.111 ND NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 0.0775 NO NA Diazinon 333-41-5 0.16 31 0.16 0 0.111 ND NA Dichlorvos 62-73-7 490000 16 16 0 0.111 ND NA Dimethoate 60-51-5 0.01 13 0.01 0 0.111 ND NA Disulfoton 298-04-4 0.35 2.7 0.35 0 0.111 NO NA EPN 2104-64-5 0.055 0.67 0.055 0 0.111 ND NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 0.111 NO NA Ethyl Parathion 56-38-2 33 400 33 0 0.111 ND NA Fensulfothion 115-90-2 0.35 67 0.35 0 0.111 NO NA Fenthion 55-38-9 0.079 4.7 0.079 0 0.111 ND NA Malathion 121-75-5 6.6 170 6.6 0 0.111 ND NA Merphos 150-50-5 6.5 2 2 0 0.111 ND NA Methyl Parathion 298-00-0 0.17 17 0.17 0 0.111 ND NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 0.111 ND NA Naled 300-76-5 0.35 130 0.35 0 0.111 NO NA Phorate 298-02-2 1.1 13 1.1 0 0.111 ND NA Ronnel 299-84-3 420 2300 420 0 0.111 ND NA Stirophos 22248-79-9 2400 2600 2400 0 0.111 ND NA Sulfotep 3689-24-5 0.39 33 0.39 0 0.111 NO NA TEPP 107-49-3 0.0093 0.73 0.0093 0 1.11 ND J3 NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 0.111 ND NA Trichloronate 327-98-0 120 140 120 0 0.111 NO NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0222 NO 0.0266 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0222 ND 0.0266 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0222 NO 0.0266 NO Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0222 ND 0.0266 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0222 NO 0.0266 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0222 NO 0.0266 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.222 ND 0.266 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0222 NO 0.0266 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0222 ND 0.0266 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0222 NO 0.0266 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0222 ND 0.0266 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0222 NO 0.0266 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0222 ND 0.0266 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0222 NO 0.0266 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0222 ND 0.0266 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0222 ND 0.0266 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0222 ND 0.0266 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0222 ND 0.0266 NO Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0222 ND 0.0266 ND Methoxychlor 72-43-5 4 NE 4 0 0.0222 ND 0.0266 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.443 1 NO 1 0.531 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-14 B-15 Anna,Texas Sample Date: 2/11/2016 2/11/2016 Sample Interval: 8-9' 0-1' 2,4,5-T 93-76-5 0.99 670 0._ 0 NA NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 NA NA 2,4-D 94-75-7 2.6 730 2.6 0 NA NA 2,4-DB 94-82-6 0.39 530 0.39 0 NA NA Dalapon 75-99-0 0.58 2000 0.58 0 NA NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA NA Dinoseb 88-85-7 0.35 67 0.35 0 NA NA MCPA 94-74-6 0.023 33 0.023 0 NA NA MCPP 93-65-2 0.047 67 0.047 0 NA NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA NA Chlorpyrifos 2921-88-2 15 130 15 0 NA NA Coumaphos 56-72-4 110 430 110 0 NA NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA NA Diazinon 333-41-5 0.16 31 0.16 0 NA NA Dichlorvos 62-73-7 490000 16 16 0 NA NA Dimethoate 60-51-5 0.01 13 0.01 0 NA NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA NA EPN 2104-64-5 0.055 0.67 0.055 0 NA NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA NA Ethyl Parathion 56-38-2 33 400 33 0 NA NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA NA Malathion 121-75-5 6.6 170 6.6 0 NA NA Merphos 150-50-5 6.5 2 2 0 NA NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA NA Naled 300-76-5 0.35 130 0.35 0 NA NA Phorate 298-02-2 1.1 13 1.1 0 NA NA Ronnel 299-84-3 420 2300 420 0 NA NA Stirophos 22248-79-9 2400 2600 2400 0 NA NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA NA Trichloronate 327-98-0 120 140 120 0 NA NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0235 NO 0.0268 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0235 NO 0.0268 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0235 ND 0.0268 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0235 ND 0.0268 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0235 ND 0.0268 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0235 NO 0.0268 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.235 ND 0.268 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0235 NO 0.0268 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0235 ND 0.0268 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0235 NO 0.0268 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0235 ND 0.0268 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0235 NO 0.0268 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0235 ND 0.0268 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0235 NO 0.0268 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0235 ND 0.0268 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0235 ND 0.0268 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0235 ND 0.0268 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0235 ND 0.0268 NO Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0235 ND 0.0268 ND Methoxychlor 72-43-5 4 NE 4 0 0.0235 NO 0.0268 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.471 1 NO 1 0.536 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-16 MW-17 Anna,Texas Sample Date: 2/11/2016 2/11/2016 Sample Interval: 0-1' 0-1' 72,.-D 670 0.- 0 NA NA 93-72-1 5.3 530 5.3 0 NA NA 94-75-7 2.6 730 2.6 0 NA NA 94-82-6 0.39 530 0.39 0 NA NA Dalapon 75-99-0 0.58 2000 0.58 0 NA NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA NA Dinoseb 88-85-7 0.35 67 0.35 0 NA NA MCPA 94-74-6 0.023 33 0.023 0 NA NA MCPP 93-65-2 0.047 67 0.047 0 NA NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA NA Chlorpyrifos 2921-88-2 15 130 15 0 NA NA Coumaphos 56-72-4 110 430 110 0 NA NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA NA Diazinon 333-41-5 0.16 31 0.16 0 NA NA Dichlorvos 62-73-7 490000 16 16 0 NA NA Dimethoate 60-51-5 0.01 13 0.01 0 NA NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA NA EPN 2104-64-5 0.055 0.67 0.055 0 NA NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA NA Ethyl Parathion 56-38-2 33 400 33 0 NA NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA NA Malathion 121-75-5 6.6 170 6.6 0 NA NA Merphos 150-50-5 6.5 2 2 0 NA NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA NA Naled 300-76-5 0.35 130 0.35 0 NA NA Phorate 298-02-2 1.1 13 1.1 0 NA NA Ronnel 299-84-3 420 2300 420 0 NA NA Stirophos 22248-79-9 2400 2600 2400 0 NA NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA NA Trichloronate 327-98-0 120 140 120 0 NA NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0306 NO 13 0.0272 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0306 ND 13 0.0272 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0306 ND 13 0.0272 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0306 NO 13 0.0272 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0306 ND 13 0.0272 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0306 NO 13 0.0272 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.306 ND 0.272 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0306 NO 13 0.0272 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0306 ND 13 0.0272 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0306 NO 13 0.0272 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0306 ND 13 0.0272 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0306 NO 13 0.0272 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0306 ND 13 0.0272 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0306 NO 13 0.0272 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0306 ND 13 0.0272 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0306 NO 13 0.0272 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0306 ND 13 0.0272 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0306 ND 13 0.0272 NO Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0306 ND 13 0.0272 ND Methoxychlor 72-43-5 4 NE 4 0 0.0306 ND 0.0272 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.612 1 NO 1 0.545 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-18 B-19 Anna,Texas Sample Date: 2/11/2016 2/11/2016 Sample Interval: 1-2' 0-1' 2,4,5-T 93-76-5 0.99 670 0.99 0 NA NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 NA NA 2,4-D 94-75-7 2.6 730 2.6 0 NA NA 2,4-DB 94-82-6 0.39 530 0.39 0 NA NA Dalapon 75-99-0 0.58 2000 0.58 0 NA NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA NA Dinoseb 88-85-7 0.35 67 0.35 0 NA NA MCPA 94-74-6 0.023 33 0.023 0 NA NA MCPP 93-65-2 0.047 67 0.047 0 NA NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA NA Chlorpyrifos 2921-88-2 15 130 15 0 NA NA Coumaphos 56-72-4 110 430 110 0 NA NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA NA Diazinon 333-41-5 0.16 31 0.16 0 NA NA Dichlorvos 62-73-7 490000 16 16 0 NA NA Dimethoate 60-51-5 0.01 13 0.01 0 NA NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA NA EPN 2104-64-5 0.055 0.67 0.055 0 NA NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA NA Ethyl Parathion 56-38-2 33 400 33 0 NA NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA NA Malathion 121-75-5 6.6 170 6.6 0 NA NA Merphos 150-50-5 6.5 2 2 0 NA NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA NA Naled 300-76-5 0.35 130 0.35 0 NA NA Phorate 298-02-2 1.1 13 1.1 0 NA NA Ronnel 299-84-3 420 2300 420 0 NA NA Stirophos 22248-79-9 2400 2600 2400 0 NA NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA NA Trichloronate 327-98-0 120 140 120 0 NA NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0264 NO 0.0269 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0264 ND 0.0269 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0264 ND 0.0269 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0264 NO 0.0269 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0264 ND 0.0269 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0264 NO 0.0269 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.264 ND 0.269 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0264 NO 0.0269 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0264 ND 0.0269 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0264 NO 0.0269 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0264 ND 0.0269 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0264 NO 0.0269 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0264 ND 0.0269 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0264 NO 0.0269 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0264 ND 0.0269 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0264 NO 0.0269 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0264 ND 0.0269 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0264 ND 0.0269 NO Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0264 ND 0.0269 ND Methoxychlor 72-43-5 4 NE 4 0 0.0264 ND 0.0269 NO Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.528 1 NO 1 0.538 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: MW-20 B-21 Anna,Texas Sample Date: 2/11/2016 2/11/2016 Sample Interval: 0-1' 0-1' 2,4,5-T 93-76-5 0.99 670 0.99 0 NA NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 NA NA 2,4-D 94-75-7 2.6 730 2.6 0 NA NA 2,4-DB 94-82-6 0.39 530 0.39 0 NA NA Dalapon 75-99-0 0.58 2000 0.58 0 NA NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA NA Dinoseb 88-85-7 0.35 67 0.35 0 NA NA MCPA 94-74-6 0.023 33 0.023 0 NA NA MCPP 93-65-2 0.047 67 0.047 0 NA NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA NA Chlorpyrifos 2921-88-2 15 130 15 0 NA NA Coumaphos 56-72-4 110 430 110 0 NA NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA NA Diazinon 333-41-5 0.16 31 0.16 0 NA NA Dichlorvos 62-73-7 490000 16 16 0 NA NA Dimethoate 60-51-5 0.01 13 0.01 0 NA NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA NA EPN 2104-64-5 0.055 0.67 0.055 0 NA NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA NA Ethyl Parathion 56-38-2 33 400 33 0 NA NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA NA Malathion 121-75-5 6.6 170 6.6 0 NA NA Merphos 150-50-5 6.5 2 2 0 NA NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA NA Naled 300-76-5 0.35 130 0.35 0 NA NA Phorate 298-02-2 1.1 13 1.1 0 NA NA Ronnel 299-84-3 420 2300 420 0 NA NA Stirophos 22248-79-9 2400 2600 2400 0 NA NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA NA Trichloronate 327-98-0 120 140 120 0 NA NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.027 NO 0.0263 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.027 ND 0.0263 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.027 ND 0.0263 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.027 NO 0.0263 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.027 ND 0.0263 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.027 NO 0.0263 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.27 ND 0.263 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.027 NO 0.0263 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.027 ND 0.0263 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.027 NO 0.0263 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.027 ND 0.0263 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.027 NO 0.0263 NO Endrin 72-20-8 0.2 NE 0.2 0 0.027 ND 0.0263 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.027 NO 0.0263 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.027 ND 0.0263 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.027 NO 0.0263 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.027 ND 0.0263 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.027 ND 0.0263 ND Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.027 ND 0.0263 ND Methoxychlor 72-43-5 4 NE 4 0 0.027 ND 0.0263 ND Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.539 1 NO 1 0.526 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-22 B-23 Anna,Texas Sample Date: 2/11/2016 2/11/2016 Sample Interval: 0-1' 0-1' 2,4,5-T 93-76-5 0.99 670 0._ 0 NA NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 NA NA 2,4-D 94-75-7 2.6 730 2.6 0 NA NA 2,4-DB 94-82-6 0.39 530 0.39 0 NA NA Dalapon 75-99-0 0.58 2000 0.58 0 NA NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA NA Dinoseb 88-85-7 0.35 67 0.35 0 NA NA MCPA 94-74-6 0.023 33 0.023 0 NA NA MCPP 93-65-2 0.047 67 0.047 0 NA NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA NA Chlorpyrifos 2921-88-2 15 130 15 0 NA NA Coumaphos 56-72-4 110 430 110 0 NA NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA NA Diazinon 333-41-5 0.16 31 0.16 0 NA NA Dichlorvos 62-73-7 490000 16 16 0 NA NA Dimethoate 60-51-5 0.01 13 0.01 0 NA NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA NA EPN 2104-64-5 0.055 0.67 0.055 0 NA NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA NA Ethyl Parathion 56-38-2 33 400 33 0 NA NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA NA Malathion 121-75-5 6.6 170 6.6 0 NA NA Merphos 150-50-5 6.5 2 2 0 NA NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA NA Naled 300-76-5 0.35 130 0.35 0 NA NA Phorate 298-02-2 1.1 13 1.1 0 NA NA Ronnel 299-84-3 420 2300 420 0 NA NA Stirophos 22248-79-9 2400 2600 2400 0 NA NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA NA Trichloronate 327-98-0 120 140 120 0 NA NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0271 NO 0.0261 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0271 ND 0.0261 NO 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0271 ND 0.0261 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0271 NO 0.0261 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0271 ND 0.0261 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0271 NO 0.0261 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.271 ND 0.261 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0271 NO 0.0261 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0271 ND 0.0261 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0271 NO 0.0261 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0271 ND 0.0261 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0271 NO 0.0261 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0271 ND 0.0261 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0271 NO 0.0261 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0271 ND 0.0261 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0271 NO 0.0261 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0271 ND 0.0261 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0271 ND 0.0261 ND Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0271 ND 0.0261 ND Methoxychlor 72-43-5 4 NE 4 0 0.0271 ND 0.0261 ND Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.542 1 NO 1 0.523 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 3: Soil Results - Pesticides Anna Grain Sample Point: B-26 Anna, Texas Sample Date: 2/11/2016 Sample Interval: 0-1' 2,4,5-T 93-76-5 0.99 670 0.99 0 NA 2,4,5-TP (SILVEX) 93-72-1 5.3 530 5.3 0 NA 2,4-D 94-75-7 2.6 730 2.6 0 NA 2,4-DB 94-82-6 0.39 530 0.39 0 NA Dalapon 75-99-0 0.58 2000 0.58 0 NA Dicamba 1918-00-9 1.5 2000 1.5 0 NA Dichloroprop 120-36-5 0.47 670 0.47 0 NA Dinoseb 88-85-7 0.35 67 0.35 0 NA MCPA 94-74-6 0.023 33 0.023 0 NA MCPP 93-65-2 0.047 67 0.047 0 NA MMM Azinphos-methyl 86-50-0 0.44 100 0.44 0 NA Bolstar(Sulprofos) 35400-43-2 7500 200 200 0 NA Chlorpyrifos 2921-88-2 15 130 15 0 NA Coumaphos 56-72-4 110 430 110 0 NA Demeton,-O and -S 8065-48-3 0.012 2.7 0.012 0 NA Diazinon 333-41-5 0.16 31 0.16 0 NA Dichlorvos 62-73-7 490000 16 16 0 NA Dimethoate 60-51-5 0.01 13 0.01 0 NA Disulfoton 298-04-4 0.35 2.7 0.35 0 NA EPN 2104-64-5 0.055 0.67 0.055 0 NA Ethoprop 13194-48-4 0.12 6.7 0.12 0 NA Ethyl Parathion 56-38-2 33 400 33 0 NA Fensulfothion 115-90-2 0.35 67 0.35 0 NA Fenthion 55-38-9 0.079 4.7 0.079 0 NA Malathion 121-75-5 6.6 170 6.6 0 NA Merphos 150-50-5 6.5 2 2 0 NA Methyl Parathion 298-00-0 0.17 17 0.17 0 NA Mevinphos 7786-34-7 0.0012 1.7 0.0012 0 NA Naled 300-76-5 0.35 130 0.35 0 NA Phorate 298-02-2 1.1 13 1.1 0 NA Ronnel 299-84-3 420 2300 420 0 NA Stirophos 22248-79-9 2400 2600 2400 0 NA Sulfotep 3689-24-5 0.39 33 0.39 0 NA TEPP 107-49-3 0.0093 0.73 0.0093 0 NA Tokuthion (Prothiofos) 34643-46-4 2400 6.6 6.6 0 NA Trichloronate 327-98-0 120 140 120 0 NA 4,4-DDD 72-54-8 0.38 NE 0.38 0 0.0266 NO 4,4-DDE 72-55-9 0.27 NE 0.27 0 0.0266 ND 4,4-DDT 50-29-3 0.27 620 0.27 0 0.0266 ND Aldrin 309-00-2 0.0054 4.4 0.0054 0 0.0266 NO Alpha-BHC 319-84-6 0.014 150 0.014 0 0.0266 ND Beta-BHC 319-85-7 0.051 1100 0.051 0 0.0266 NO Chlordane 12789-03-6 0.2 770 0.2 0 0.266 ND Delta-BHC 319-86-8 0.051 360 0.051 0 0.0266 NO Dieldrin 60-57-1 0.0057 130 0.0057 0 0.0266 ND Endosulfan 1 959-98-8 4.9 NE 4.9 0 0.0266 NO Endosulfan 11 33213-65-9 15 NE IS 0 0.0266 ND Endosulfan Sulfate 1031-07-8 15 NE 15 0 0.0266 NO Endrin 72-20-8 0.2 NE 0.2 0 0.0266 ND Endrin Aldehyde 7421-93-4 0.73 NE 0.73 0 0.0266 NO Endrin Ketone 53494-70-5 0.73 NE 0.73 0 0.0266 ND Gamma-BHC(Lindane) 58-89-9 0.02 NE 0.02 0 0.0266 NO Heptachlor 76-44-8 0.04 6.3 0.04 0 0.0266 ND Heptachlor Epoxide 1024-57-3 0.02 120 0.02 0 0.0266 ND Hexachlorobenzene 118-74-1 1.1 1.1 1.1 0 0.0266 ND Methoxychlor 72-43-5 4 NE 4 0 0.0266 ND Toxaphene 8001-35-2 1 0.3 1 1800 1 0.3 1 0 1 0.532 1 NO Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value e'Soili„ g 0.5-Acre PCL) TSC=Total Soil Combined Value (roe oilc_b) RAL= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL= Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 4: Groundwater Results - VOCs & TPH Anna Grain Sample Point: C-1 MW-5 Anna, Texas Sample Date: 2/10/2016 2/11/2016 1,1,1,2-Tetrachloroethane 630-20-6 0.035 110 0.035 0 0.001 ND 0.001 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 0.2 41000 0.2 0 0.001 ND 0.001 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.0046 NE 0.0046 0 0.001 ND 0.001 ND 1,1,2-Trichloroethane 79-00-5 0.005 80 0.005 0 0.001 ND 0.001 No 1,1,2-Trichlorofluoroethane 76-13-1 730 9200 730 0 0.001 ND 0.001 ND 1,1-Dichloroethane 75-34-3 4.9 43000 4.9 0 0.001 ND 0.001 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0,007 1700 0.007 0 0.001 ND 0.001 ND 1,1-Dichloropropene 563-58-6 0.0091 19 0.0091 0 0.001 ND 0.001 No 1,2,3-Trichlorobenzene 87-61-6 0.073 130 0.073 0 0.001 ND 0.001 ND 1,2,3-Trichloropropane 96-18-4 0.00003 32 0.00003 0 0.0025 ND 0.0025 ND 1,2,3-Trimethylbenzene 526-73-8 1.2 190 1.2 0 0.001 ND 0.001 ND 1,2,4-Trichlorobenzene 120-82-1 0.07 160 0.07 0 0.001 ND 0.001 No 1,2,4-Trimethylbenzene 95-63-6 1.2 190 1.2 0 0.001 ND 0.001 ND 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0002 0.62 0.0002 0 0.005 ND 0.005 ND 1,2-Dibromoethane (Ethylene Dibromide) 106-93-4 0.00005 5.6 0.00005 0 0.001 ND 0.001 ND 1,2-Dichlorobenzene 95-50-1 0.6 1200 0.6 0 0.001 ND 0.001 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.005 33 0.005 0 0.001 ND 0.001 ND 1,2-Dichloropropane (Propylene Dichloride) 78-87-5 0.005 120 0.005 0 0.001 ND 0.001 ND 1,3,5-Trimethylbenzene 108-67-8 1.2 130 1.2 0 0.001 ND 0.001 ND 1,3-Dichlorobenzene 541-73-1 0.73 190 0.73 0 0.001 ND 0.001 ND 1,3-Dichloropropane 142-28-9 0.0091 250 0.0091 0 0.001 ND 0.001 ND 1,4-Dichlorobenzene 106-46-7 0.075 17000 0.075 0 0.001 ND 0.001 ND 2,2-Dichloropropane 594-20-7 0,013 57 0.013 0 0.001 ND 0.001 ND 2-Butanone(MEK) 78-93-3 15 1000000 15 0 0.01 ND 0.01 No 2-Chloroethyl vinyl ether 110-75-8 0.00083 20 0.00083 0 0.05 ND 0.05 ND 2-Chlorotoluene 95-49-8 0.49 24000 0.49 0 0.001 ND 0.001 ND 4-Chlorotoluene 106-43-4 0.49 NE 0.49 0 0.001 ND 0.001 ND 4-Methyl-2-pentanone (MIBK) 108-10-1 2 670000 2 0 0.01 ND 0.01 No Acetone 67-64-1 22 1000000 22 0 1 ND 1 ND Acrolein 107-02-8 0.012 9500 0.012 0 0.05 ND 14 0.05 ND J4 Acrylonitrile 107-13-1 0.0017 58 0.0017 0 0.01 ND 0.01 ND Benzene 71-43-2 0.005 180 0.005 0 0.001 ND 0.001 No Bromobenzene 108-86-1 0.2 2300 0.2 0 0.001 ND 0.001 ND Bromodichloromethane 75-27-4 0.015 NE 0.015 0 0.00125 ND 0.00125 ND Bromoform (Tribromomethane) 75-25-2 0.12 5100 0.12 0 0.001 ND 0.001 ND Bromomethane (Methyl Bromide) 74-83-9 0.034 46 0.034 0 0.005 ND 0.005 No Carbon Tetrachloride 56-23-5 0.005 20 0.005 0 0.001 ND 0.001 ND Chlorobenzene 108-90-7 0.1 1200 0.1 0 0.001 ND 0.001 ND Chlorodibromomethane 124-48-1 0.011 NE 0.012 0 0.001 ND 0.001 ND Chloroethane(Ethyl Chloride) 75-00-3 9.8 120000 9.8 0 0.005 ND 0.005 No Chloroform 67-66-3 0.24 20 0.24 0 0.005 ND 0.005 ND Chloromethane (Methyl Chloride) 74-87-3 0.07 36 0.07 0 0.0025 ND 0.0025 ND cis-1,2-Dichloroethylene 156-59-2 0.07 1200 0.07 0 0.001 ND 0.001 ND cis-1,3-Dichloropropene 10061-01-5 0.0017 690 0.0017 0 0.001 ND 0.001 ND Dibromomethane 74-95-3 0.12 240 0.12 0 0,001 ND 0,001 ND Dichlorodifluoromethane 75-71-8 4.9 60 4.9 0 0.005 ND 14 0.005 ND 14 Di -isopropyl ether 108-20-3 2.4 20000 2.4 0 0.001 ND 0.001 ND Ethyl Benzene 100-41-4 0.7 30000 0.7 0 0.001 ND 0.001 No Hexachloro-1,3-butadiene 87-68-3 0.012 8.9 0.012 0 0.001 ND 0.001 ND Isopropylbenzene (Cumene) 98-82-8 2.4 4400 2.4 0 0.001 ND 0.001 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.24 4000 0.24 0 0.001 ND 0.001 ND Methylene Chloride(Dichloromethane) 75-09-2 0.005 21000 0.005 0.022 0.005 0.022 0.005 0.0119 Naphthalene 91-20-3 0.49 320 0.49 0 0.005 ND 0.005 ND n-Butylbenzene 104-51-8 1.2 NE 1.2 0 0.001 ND 0.001 ND n-Propylbenzene 103-65-1 0.98 6000 0.98 0 0.001 ND 0.001 ND p-Isopropyltoluene (Cymene) 99-87-6 2.4 NE 2.4 0 0.001 ND 0.001 No sec-Butylbenzene 135-98-8 0.98 NE 0.98 0 0.001 ND 0.001 ND Styrene 100-42-5 0.1 15000 0.1 0 0.001 ND 0.001 ND te rt-Butyl benzene 98-06-6 0.98 NE 0.98 0 0.001 ND 0.001 ND Tetrachloroethylene(Perchloroethylene) 127-18-4 0.005 500 0.005 0 0.001 ND 0.001 ND Toluene 108-88-3 1 64000 1 0 0.005 ND 0.005 ND trans-1,2-Dichloroethylene 156-60-5 0.1 770 0.1 0 0.001 ND 0.001 ND trans-1,3-Dichloropropene 10061-02-6 0.0091 190 0.0091 0 0.001 ND 0.001 ND Trichloroethene(Trichloroethylene) 79-01-6 0.005 24 0.005 0 0.001 ND 0.001 No Trichlorofluoromethane 75-69-4 7.3 NE 7.3 0 0.005 ND 0.005 ND Vinyl Chloride 75-01-4 0,002 3.8 0.002 0 0.001 ND 0.001 ND Xylenes (Total) 1330-20-7 10 10000 1 10 1 0 0.003 ND 0,003 ND 10111,19 UA I •• • TPH (C6-C12) NL 0.98 1,800 0.98 0 0.9 ND 0.9 ND TPH (C12-C28) NL 0.98 7,500 0.98 0 0.9 ND a ND TPH (C28-C35) NIL 0.98 7,500 0.98 0 0.9 ND 09 ND TPH TOtaI(C6-C35) NIL NIL NE NA 0 0.90 No 0.9 ND Nitrate 14797-55-8 11 NE 30 7.9 NA 0.1 1 3.32 Remarks: All concentrations presented in mg/L GWP = Groundwater Protection Value (GwGW„g 0.5-Acre PCL) INH = Inhalation -based Value (A'GW,nh 0.5-Acre PCL) RAL = Residential Assessment Level (Applicable TRRP Critical PCL) SEE = Sample Detection Limit ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated; NL=Not Listed J = Estimated Values TRRP PCLs Published: December 2015 result exceeds the constituent's RAIL Modern Geosciences Page 1 of 3 Table 4: Groundwater Results - VOCs & TPH Anna Grain Sample Point Anna, Texas Sample Date 1,2-Tetrachloroethane 630-20-6 0.035 110 0.035 0 hTrichloroethane(Methyl Chloroform) 71-55-6 0.2 41000 0.2 0 !,2-Tetrachloroethane 79-34-5 0.0046 NE 0.0046 0 !-Trichloroethane 79-00-5 0.005 80 0.005 0 I-Trichlorofluoroethane 76-13-1 730 9200 730 0 )ichloroethane 75-34-3 4.9 43000 4.9 0 )ichloroethylene(Vinylidene Chloride) 75-35-4 0,007 1700 0.007 0 Achloropropene 563-58-6 0.0091 19 0.0091 0 t-Trichlorobenzene 87-61-6 0.073 130 0.073 0 I-Trichloropropane 96-18-4 0.00003 32 0.00003 0 t-Trimethylbenzene 526-73-8 1.2 190 1.2 0 I-Trichlorobenzene 120-82-1 0.07 160 0.07 0 i-Trimethylbenzene 95-63-6 1.2 190 1.2 0 )ibromo-3-chloropropane(DBCP) 96-12-8 0.0002 0.62 0.0002 0 )ibromoethane(Ethylene Dibromide) 106-93-4 0.00005 5.6 0.00005 0 )ichlorobenzene 95-50-1 0.6 1200 0.6 0 )ichloroethane (Ethylene Dichloride) 107-06-2 0.005 33 0.005 0 Achloropropane(Propylene Dichloride) 78-87-5 0.005 120 0.005 0 i-Trimethylbenzene 108-67-8 1.2 130 1.2 0 )ichlorobenzene 541-73-1 0.73 190 0.73 0 )ichloropropane 142-28-9 0.0091 250 0.0091 0 )ichlorobenzene 106-46-7 0.075 17000 0.075 0 )ichloropropane 594-20-7 0,013 57 0.013 0 itanone(MEK) 78-93-3 15 1000000 15 0 loroethyl vinyl ether 110-75-8 0.00083 20 0.00083 0 lorotoluene 95-49-8 0.49 24000 0.49 0 lorotoluene 106-43-4 0.49 NE 0.49 0 Ethyl-2-pentanone(MIBK) 108-10-1 2 670000 2 0 one 67-64-1 22 1000000 22 0 Mein 107-02-8 0.012 9500 0.012 0 lonitrile 107-13-1 0.0017 58 0.0017 0 ,ene 71-43-2 0.005 180 0.005 0 nobenzene 108-86-1 0.2 2300 0.2 0 nodichloromethane 75-27-4 0.015 NE 0.015 0 reform (Tribromomethane) 75-25-2 0.12 5100 0.12 0 nomethane (Methyl Bromide) 74-83-9 0.034 46 0.034 0 on Tetrachloride 56-23-5 0.005 20 0.005 0 robenzene 108-90-7 0.1 1200 0.1 0 rodibromomethane 124-48-1 0,011 NE 0.011 0 roethane (Ethyl Chloride) 75-00-3 9.8 120000 9.8 0 reform 67-66-3 0.24 20 0.24 0 romethane (Methyl Chloride) 74-87-3 0.07 36 0.07 0 ,2-Dichloroethylene 156-59-2 0.07 1200 0.07 0 ,3-Dichloropropene 10061-01-5 0.0017 690 0.0017 0 omomethane 74-95-3 0.12 240 0.12 0 lorodifluoromethane 75-71-8 4.9 60 4.9 0 opropyl ether 108-20-3 2.4 20000 2.4 0 (Benzene 100-41-4 0.7 30000 0.7 0 ichloro-1,3-butadiene 87-68-3 0.012 8.9 0.012 0 ropylbenzene (Cumene) 98-82-8 2.4 4400 2.4 0 hyl tert butyl ether(MTBE) 1634-04-4 0.24 4000 0.24 0 hylene Chloride(Dichloromethane) 75-09-2 0.005 21000 0.005 0.022 ithalene 91-20-3 0.49 320 0.49 0 itylbenzene 104-51-8 1.2 NE 1.2 0 opylbenzene 103-65-1 0.98 6000 0.98 0 rpropyltoluene (Cymene) 99-87-6 2.4 NE 2.4 0 3utylbenzene 135-98-8 0.98 NE 0.98 0 ane 100-42-5 0.1 15000 0.1 0 Butylbenzene 98-06-6 0.98 NE 0.98 0 achloroethylene(Perchloroethylene) 127-18-4 0.005 500 0.005 0 ene 108-88-3 1 64000 1 0 s-1,2-Dichloroethylene 156-60-5 0.1 770 0.1 0 s-1,3-Dichloropropene 10061-02-6 0.0091 190 0.0091 0 doroethene(Trichloroethylene) 79-01-6 0.005 24 0.005 0 dorofluoromethane 75-69-4 7.3 NE 7.3 0 1 Chloride 75-01-4 0,002 3.8 0.002 0 nes(Total) 1330-20-7 10 1 10000 1 10 0 (C6-C12) NL 0.98 1,800 0.98 0 (C12-C28) NL 0.98 7,500 0.98 0 (C28-C35) NL 0.98 7,500 0.98 0 TOtaI(C6-C35) NL NIL NE NA 0 Remarks: All concentrations presented in mg/L GWP = Groundwater Protection Value (eWGWng 0.5-Acre PCL) INH = Inhalation -based Value (A'GWinh 0.5-Acre PCL) RAL = Residential Assessment Level (Applicable TRRP Critical PCL) SEE = Sample Detection Limit ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated; NL=Not Listed J = Estimated Values TRRP PCLs Published: December 2015 result exceeds the constituent's RAIL MW-6 2/17/2016 MW-17 2/17/2016 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.001 ND 0.001 ND 0.0025 ND 0.0025 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.001 ND 0.001 ND 0.005 ND 0.005 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.01 ND 0.01 No 0.05 ND 0.05 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.01 ND 0.01 No 1 ND 1 ND 0.05 ND 0.05 ND 0.01 ND 0.01 ND 0.001 ND 0.001 ND 0,001 ND 0,001 ND 0.00125 ND 0.00125 ND 0.001 ND 0.001 ND 0.005 ND 0.005 No 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.005 ND 0.005 No 0.005 ND 0.005 ND 0.0025 ND 0.0025 ND 0.001 ND 0.001 ND 0.001 No 0.001 ND 0.001 ND 0.001 ND 0.005 ND 0.005 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.005 ND 0.005 No 0.005 ND 0.005 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.005 ND 0.005 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 ND 0.001 No 0.005 ND 0.005 ND 0.001 ND 0.001 ND 0.003 ND 0.003 ND 0.9 ND 0.9 ND 0.9 ND 0.9 ND 0A ND 0A ND 0.90 ND 0.9 ND Modern Geosciences Page 2 of 3 Table 4: Groundwater Results - VOCs & TPH Anna Grain Sample Point: MW-20 a A -no Tnv52!r n!e E) n 7/17/7n1a Compound VOLATILEORGANICCOMPOUNDS 1,1,1,2-Tetrachloroethane 630-20-6 0.035 110 0.035 0 0.001 ND 1,1,1-Trichloroethane (Methyl Chloroform) 71-55-6 0.2 41000 0.2 0 0.001 ND 1,1,2,2-Tetrachloroethane 79-34-5 0.0046 NE 0.0046 0 0.001 ND 1,1,2-Trichloroethane 79-00-5 0.005 80 0.005 0 0.001 ND 1,1,2-Trichlorofluoroethane 76-13-1 730 9200 730 0 0.001 ND 1,1-Dichloroethane 75-34-3 4.9 43000 4.9 0 0.001 ND 1,1-Dichloroethylene(Vinylidene Chloride) 75-35-4 0,007 1700 0.007 0 0.001 ND 1,1-Dichloropropene 563-58-6 0.0091 19 0.0091 0 0.001 ND 1,2,3-Trichlorobenzene 87-61-6 0.073 130 0.073 0 0.001 ND 1,2,3-Trichloropropane 96-18-4 0.00003 32 0.00003 0 0.0025 ND 1,2,3-Trimethylbenzene 526-73-8 1.2 190 1.2 0 0.001 ND 1,2,4-Trichlorobenzene 120-82-1 0.07 160 0.07 0 0.001 ND 1,2,4-Trimethylbenzene 95-63-6 1.2 190 1.2 0 0,001 ND 1,2-Dibromo-3-chloropropane(DBCP) 96-12-8 0.0002 0.62 0.0002 0 0.005 ND 1,2-Dibromoethane(Ethylene Dibromide) 106-93-4 0.00005 5.6 0.00005 0 0.001 ND 1,2-Dichlorobenzene 95-50-1 0.6 1200 0.6 0 0.001 ND 1,2-Dichloroethane (Ethylene Dichloride) 107-06-2 0.005 33 0.005 0 0,001 ND 1,2-Dichloropropane (Propylene Dichloride) 78-87-5 0.005 120 0.005 0 0.001 ND 1,3,5-Trimethylbenzene 108-67-8 1.2 130 1.2 0 0.001 ND 1,3-Dichlorobenzene 541-73-1 0.73 190 0.73 0 0.001 ND 1,3-Dichloropropane 142-28-9 0.0091 250 0.0091 0 0,001 ND 1,4-Dichlorobenzene 106-46-7 0.075 17000 0.075 0 0.001 ND 2,2-Dichloropropane 594-20-7 0,013 57 0.013 0 0.001 ND 2-Butanone(MEK) 78-93-3 15 1000000 15 0 0.01 ND 2-Chloroethyl vinyl ether 110-75-8 0.00083 20 0.00083 0 0.05 ND 2-Chlorotoluene 95-49-8 0.49 24000 0.49 0 0.001 ND 4-Chlorotoluene 106-43-4 0.49 NE 0.49 0 0.001 ND 4-Methyl-2-pentanone (MIRK) 108-10-1 2 670000 2 0 0.01 ND Acetone 67-64-1 22 1000000 22 0 1 ND Acrolein 107-02-8 0.012 9500 0.012 0 0.05 ND Acrylonitrile 107-13-1 0.0017 58 0.0017 0 0.01 ND Benzene 71-43-2 0.005 180 0.005 0 0.001 ND Bromobenzene 108-86-1 0.2 2300 0.2 0 0,001 ND Bromodichloromethane 75-27-4 0.015 NE 0.015 0 0.00125 ND Bromoform (Tribromomethane) 75-25-2 0.12 5100 0.12 0 0.001 ND Bromomethane (Methyl Bromide) 74-83-9 0.034 46 0.034 0 0.005 ND Carbon Tetrachloride 56-23-5 0.005 20 0.005 0 0,001 ND Chlorobenzene 108-90-7 0.1 1200 0.1 0 0.001 ND Chlorodibromomethane 124-48-1 0,011 NE 0.011 0 0.001 ND Chloroethane (Ethyl Chloride) 75-00-3 9.8 120000 9.8 0 0.005 ND Chloroform 67-66-3 0.24 20 0.24 0 0.005 ND Chloromethane (Methyl Chloride) 74-87-3 0.07 36 0.07 0 0,0025 ND cis-1,2-Dichloroethylene 156-59-2 0.07 1200 0.07 0 0.001 ND cis-1,3-Dichloropropene 10061-01-5 0.0017 690 0.0017 0 0.001 ND Dibromomethane 74-95-3 0.12 240 0.12 0 0.001 ND Dichlorodifluoromethane 75-71-8 4.9 60 4.9 0 0.005 ND Di -isopropyl ether 108-20-3 2.4 20000 2.4 0 0.001 ND Ethyl Benzene 100-41-4 0.7 30000 0.7 0 0.001 ND Hexachloro-1,3-butadiene 87-68-3 0.012 8.9 0.012 0 0.001 ND Isopropylbenzene (Cumene) 98-82-8 2.4 4400 2.4 0 0.001 ND Methyl tert butyl ether (MTBE) 1634-04-4 0.24 4000 0.24 0 0.001 ND Methylene Chloride(Dichloromethane) 75-09-2 0.005 21000 0.005 0.022 0.005 ND Naphthalene 91-20-3 0.49 320 0.49 0 0,005 ND n-Butylbenzene 104-51-8 1.2 NE 1.2 0 0.001 ND n-Propylbenzene 103-65-1 0.98 6000 0.98 0 0.001 ND p-Isopropyltoluene (Cymene) 99-87-6 2.4 NE 2.4 0 0.001 ND sec-Butylbenzene 135-98-8 0.98 NE 0.98 0 0.001 ND Styrene 100-42-5 0.1 15000 0.1 0 0.001 ND te rt-Butyl benzene 98-06-6 0.98 NE 0.98 0 0.001 ND Tetrachloroethylene(Perchloroethylene) 127-18-4 0.005 500 0.005 0 0.001 ND Toluene 108-88-3 1 64000 1 0 0,005 ND trans-1,2-Dichloroethylene 156-60-5 0.1 770 0.1 0 0.001 ND trans-1,3-Dichloropropene 10061-02-6 0.0091 190 0.0091 0 0.001 ND Trichloroethene(Trichloroethylene) 79-01-6 0.005 24 0.005 0 0.001 ND Trichlorofluoromethane 75-69-4 7.3 NE 7.3 0 0,005 ND Vinyl Chloride 75-01-4 0,002 3.8 0.002 0 0.001 ND Xylenes (Total) 1330-20-7 10 10000 1 10 1 0 0.003 ND 10111,19 UA I •• 1•• TPH (C6-C12) NL 0.98 1,800 0.98 0 0.9 ND TPH (C12-C28) NL 0.98 7,500 0.98 0 0.9 ND TPH (C28-C35) NIL 0.98 7,500 0.98 0 0.9 ND TPH Total (C6-C35) NIL NIL NE NA 0 0.90 ND Nitrate 14797-55-8 10 NE 10 7.9 0.1 3.64 Remarks: All concentrations presented in mg/L GWP = Groundwater Protection Value (GwGW„g 0.5-Acre PCL) INH = Inhalation -based Value (A"GW,nh.v 0.5-Acre PCL) RAL = Residential Assessment Level (Applicable TRRP Critical PCL) SEE = Sample Detection Limit ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated; NL=Not Listed J = Estimated Values TRRP PCLs Published: December 2015 result exceeds the constituent's RAIL Modern Geosciences Page 3 of 3 Table 5: Groundwater Results - Pesticides Anna Grain Sample Point: Anna, Texas Sample Date: C-1 2/10/2016 MW-5 2/11/2016 MW-6 2/17/2016 MW-17 2/17/2016 MW-20 2/17/2016 Pesticides NE 0.0038 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 4,4-DDD 72-54-8 0.0038 0.00005 ND 4,4-DDE 72-55-9 0.0027 NE 0.0027 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 4,4-DDT 50-29-3 0.0027 620 0.0027 0 0.00005 ND 0.00005 ND 0.00005 ND J4 0.00005 ND J4 0.00005 ND 14 Aldrin 309-00-2 0.000054 4.4 0.000054 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Alpha-BHC 319-84-6 0.00014 150 0.00014 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Beta-BHC 319-85-7 0.00051 1100 0.00051 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Chlordane 12789-03-6 0.002 770 0.002 0 0.0005 ND 0.0005 ND 0.0005 ND 0.0005 ND 0.0005 ND Delta-BHC 319-86-8 0.00051 360 0.00051 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Dieldrin 60-57-1 0.000057 130 0.000057 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Endosulfan 1 959-98-8 0.049 NE 0.049 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Endosulfan II 33213-65-9 0.15 NE 0.15 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Endosulfan Sulfate 1031-07-8 0.15 NE 0.15 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Endrin 72-20-8 0.002 NE 0.002 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Endrin Aldehyde 7421-93-4 0.0073 NE 0.0073 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Endrin Ketone 53494-70-5 0.0073 NE 0.0073 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Gamma-BHC(Lindane) 58-89-9 0.0002 NE 0.0002 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Heptachlor 76-44-8 0.0004 6.3 0.0004 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Heptachlor Epoxide 1024-57-3 0.0002 120 0.0002 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Hexachlorobenzene 118-74-1 0.001 5.7 0.001 0 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND 0.00005 ND Methoxychlor 72-43-5 0.04 NE 0.04 0 0.00005 ND 0.00005 ND 0.00005 ND J4 0.00005 ND J4 0.00005 ND 14 Toxaphene 8001-35-2 1 0.003 1 1800 1 0.003 1 0 1 0.0005 1 ND 1 0.0005 1 ND 1 0.0005 1 ND 1 0.0005 1 ND 1 0.0005 1 ND Remarks: All concentrations in mg/Kg GWP = Groundwater Protection Value (-Soil,,,g 0.5-Acre PCL) TSC=Total Soil Combined Value ("Soilc ) RAL = Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDL = Sample Detection Limit J = Estimated Value J4= The associated batch QC was outside the established quality control range for accuracy ND = Not Detected; NA=Not Analyzed; NE=Not Evaluated TRRP PCLs Published: December 2015 = result exceeds the constituent's RAL Please see laboratory data sheets for additional detail Table 6: IDW Results Anna Grain Sample Point: Anna, Texas Sample Date: Sample Interval: Lead Seleni- Siker TOTAL PETROLEUM HYDROCARBONS vo LE ORGAN IC COMPOUNE 1,1,1,2-TMrachloroethane 630-20-6 1.4 65 1.4 SA 0 0.00121 NO I,1,1-Trichloroethane(Methyl Chloroform) 7I-55-6 1.6 53000 1.6 1.6 0 0.01122 ND 1,1,2,2-TMrachloroethane 79-34-5 0.023 30 0.023 0.0. 0 0.00122 ND 1,1,2-Trichloroethane J9-00-5 0.02 IS 0.02 0,02 0 0.On122 ND 1,1,2-Tr ichloroFluoroethane 76-13-1 90000 390000 80000 "00 0 0.00122 ND 1,1-Dlchloroethane 75-34-3 18 11000 18 18 0 1,01122 ND 1,1-Dichloraelhylene (Vinylidene Chloride) ]5-35-4 0.05 2300 0.05 0.05 0 1 W122 ND 1,1-Dichloropropene 563-58-6 0.13 36 0.13 0.13 0 0.00122 ND 1,2,3-Trichlorobenzene 8J-61-6 26 121 26 26 0 0.00122 ND 1,2,3-Trichloropropana 96-I8-4 0.00053 0.2 0.00053 0." 3 0 0.00304 ND 1,2,3-Trimethylbenzene 526-J3-8 32 120 32 32 0 0.00122 ND 1,2,4-Trichlorobenzene 120-82-1 4.8 120 4A 4.8 0 1 00122 ND 1,2,4-Trimethylbenzene 95-63-6 49 150 49 49 0 0.W122 ND 1,2-Dlbromo-3-chloropropane(DBCP) 96-12-8 0.0017 0.15 0.001J 0.001] 0 1,0101 ND 1,2-Dibromoethane (Ethylene Dibromide) 106-93-4 0." 1 0.73 0.0002, 0." 1 0 1 W122 ND 1,2-Dlchlorobanzene 95-50-1 18 720 18 18 0 0.00122 ND 14 1,2-Dichloroeth,ne(Ethylene Dichloride) 10J-06-2 0.014 11 0.014 0.014 0 1 W122 ND 1,2-Dlchloropropane(Propylena Dichloride) 78-87-5 0.023 61 0.023 0.023 0 0.00122 ND 1,3,5-Trimethylbenzene 108-67-8 53 110 53 53 0 0.00122 ND 1,3-Dlchlorobenzene 141-73-1 5,7 120 6.J 6.] 0 0.00122 ND 1,3-Dichloropropane 142-29-9 0.064 36 0.064 0.064 0 0.00122 ND 1,4-Dlchlorobenzene 106L6-7 2.1 250 2A 11 0 0.00122 ND 14 2,2-Dichloropropane SM-20-7 0.12 61 0.12 0.12 0 0. W122 ND 2-Butanone(MEK) 78-93-3 29 40000 29 29 0 0n122 ND 2-Chloroethyl vinyl ether 110-7S-8 0.0029 4.5 0.0029 0.0029 0 0.0608 ND 2-Chlorotoluene 95-49-8 9.1 1200 9.1 9.1 0 0.00122 ND 4-Chlorom1uene 106-43-4 11 1600 11 11 0 0.00122 ND 4-Methyl-2-pentanone(MIBK) 108-10-1 4.9 5900 4A 4.9 0 0.0122 ND Acetone 67-64-1 4.30E+01 66000 43 43 0 1.22 ND Acryloni[rile 107-13-1 0.0033 3.6 0.0033 0.0033 0 0.0122 ND Benzene 7I43-2 0.026 120 0.026 0.026 0 0.00122 ND Brom"enzene 108-96-1 2.3 390 2.3 2.3 0 0.00122 ND Bromodichlorome[hane JS-2J-4 1,065 98 0.061 0,011 0 0.00152 ND Bromoform (Tribromomathane) J5-25-2 0.63 400 0.63 0.63 0 0.00122 ND Bromomethane(MMhyl Bromide) 74-83-9 0.13 46 0,13 0,13 0 0.00611 ND Carbon Tetrachloride 56-23-5 0.062 35 0.062 0.062 0 100122 ND Chlorobenzene 108-90-J 1.1 520 1.1 1.1 0 0.00122 ND Chlorodibromome[hane 12448-1 0.049 72 0.049 0.049 0 0.00122 ND Chloroeth,n,(Ethyl Chloride) ]5-00-3 31 2J000 31 31 0 0.00611 ND Chloroform 67-66-3 1 16 1 1 0 100608 ND Chloromethane(Methyl Chloride) 74-87-3 0.41 140 OA1 0.41 0 0.00314 ND cis-1,2-Dichloroethylene 156-59-2 0.25 140 0.25 0.25 0 1 01122 ND cis-1,3-Dichloropropene 10061-01-5 0.0066 8 0.0066 0.0066 0 0.W122 ND Dibromomethane J4-95-3 1.1 81 1.1 1.1 0 0.00122 ND Di chlorodifluoromethane ]S-JI-B 240 1400 240 240 0 0.00608 ND Diisopropyl ether 108-20-3 12 4600 12 12 0 0.01122 ND Ethyl Benzene 100-41-4 7.6 6400 7.6 ].6 0 0.00122 ND Hexachloro-1,3-bu[adiene 87-68-3 3.3 20 3.3 3.3 0 0.00122 ND Isopropylbenzene(Cumene) 98-82-8 350 4300 350 350 0 0.00122 ND Methyl tart butyl ether (MTBE) 1634-04-4 0.62 800 0.62 0.62 0 1,01122 ND Methylene Chloride( Dichloromethane) JS-19-2 1,013 1600 0,013 0,013 0 0.00611 ND Naphthalene 91-20-3 31 220 31 31 0 1,0101 ND n-Butylbenzene 104-51-8 I50 3300 I50 111 0 0.00122 ND n-Propylbanzena 103-65-1 45 2200 45 45 0 1 00122 ND p-Isopropyltoluene 99-87-6 230 8200 230 230 0 0.00122 ND ec-Butylbenzene 135-98-8 85 3300 85 85 0 0.00122 ND Styrene 100-42-5 3.3 6700 3.3 3.3 0 0.00122 ND Serf-Butylbenzene 98-06-6 100 3300 100 100 0 0.00122 ND Tetrachloroethylene(Perchloroethylene) 127-19-4 0.05 710 0.05 0.05 0 0.00122 ND Toluene 108-98-3 8.2 5900 8.2 120 1,1101 ND trans-1,2-Dichloroethylene 156-60-5 0.49 590 0.49 0.49 0 1 W122 ND trans-1,3-Dichloropropene 1006102-6 0.036 36 0.036 0.036 0 100122 ND Trichloroe[hene (Trichloroe[hylene) ]9-01-6 0.034 18 0.034 0.034 0 0.00122 ND TrichloroFluoromathane ]5-69-4 130 25000 130 130 0 0.00608 ND Vinyl Chloride J5-01-4 0.022 3.7 0.022 0.022 0 0.W122 ND %ylenes(Total) 1330-20-J 120 6000 120 120 0 0.00365 ND Remarks: All concentrations in mg/Kg G W P = Groundwater P-dion Value ("S,ili„c 0.5-Acre PCL) TSC= Total Soil Combined Value (T'Soil­ ) RAI= Residential Assessment Level (Applicable TRRP Critical PCL or BG Value) SDI = Sample Defection Limit NO = Not Detected; NA=Not Analyzed/Not Applicable; NE=Not Evaluated J = Estimated Values TRRP PCB Published: December 2015 - esult exceeds the constituent's RAL Please we laboratory data sheets for additional detail A WE V MODERN GEDSCIENCES TR LISTED ENVIRONMENTAL ADVISORS FIGURES www.MODERNGEOSCIENCES.com Sour'e: © 2013 National Geographic Society, i-cubed I 1P • N. i r --- • I i I I. I � I • � I I 1 D I 1 I I i �• � I ! I I *Ann F Site Location ^8 1 ..�` I 2 7061 r • • , • 706 — • ° 0 1 I a • -- ' Athletic 0 F,eW I e Ce I t I I — 1 ------ --- ---- —�cz i 68 ISP/LL / +„ • -� 1 i5er t • Jac.ie°., 1 / Q ve it 0 1 1,000 2,000 `3,000 11,000 � I Feetl = • ' - — 71 ,� ---—------ �73r The information included in this figure was obtained from multiple sources and is subject to change without notice. Modern Geosciences does not warrant the accuracy or rights concerning O Legend use of third party information. This figure is not intended for use as (t a survey or construction design document. The use or misuse of tj [=] Site Boundary the data provided is at the sole risk of the party using or misusing Q v the information. �Q h 9 �o PROJECT NO. 16033 FIGURE DRAWN: 02.16.16 TOPOGRAPHIC MAP DRAWN BY: CS CHECKED BY: KT Anna Grain Property MODERN G E O S C I E N C E S FILE NAME: SEC of S. Powell Parkway and 5th Street TRUSTED ENVIRONMENTAL ADVISORS® I AnnaGrain_Topo_160226.mxd Anna, Texas ucrosoe c Appraisal 3 +-+ ------ ------ -++-++ + B=26 + + , MW-2 B-29 _ � MW-17 B-28 ' B-3 + I t ++ ++ ++ +-#17+ B-18 + 1 B-15 +�X-y, B 12 � X + B-4 X � � I MW j5 � x'x + k.x _ -, B-8 k- B-14 + B-10 j� ♦� i B-11 + iB-21 I ,� i MW-13 B-19 MW-20 1 t 0 40 80 120 160 40►- Feet The information included in this figure was obtained from multiple sources and is subject to change without notice. Modern Geosciences does not warrant the accuracy or rights concerning use of third party information. This figure is not intended for use as a survey or construction design document. The use or misuse of the data provided is at the sole risk of the party using or misusing the information. III +-++-+} B-25 B-7 + 1t Aml!r, Legend Soil Boring Monitor Well © Dug Well/Cistern _ Potential Sub Surface Line Former Railroad Spur + (1940s-1960s) 1_ :Current Structures 0 Former Structures Parcels Site Boundary PROJECT NO. 16033 FIGURE DRAWN: 02.26.16 SITE MAP DRAWN BY: DW MODERN G E O S C I E N C E S TRUSTED ENVIRONMENTAL ADVISORS' w L CHECKED BY: KT Anna Grain Property SEC of S. Powell Parkway and 5th Street Anna, Texas FILE NAME: AnnaGram_siteMapPhll_26o2t6.mxd Al WE V MODERN GEDSCIENCES TR LISTED ENVIRONMENTAL AOVISORS APPENDIX A BORING AND MONITOR WELL DOCUMENTATION www.MODERNGEOSCIENCES.com ins Modern Geosciences BORING NUMBER B-1 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 7.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i ui g w a MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 °3< Concrete, 6" 0.0 0.5 SAND, light red -orange, fine-grained, moist, no odor 1.0 Not CLAY, dark gray, stiff, slightly moist, no odor Applicable 0.6 2.5 2.0 - 3.0 1.1 0.7 0.6 5.0 0.4 6.0 WEATHERED LIMESTONE, gray, dry, no odor 6.0 - 7.0 0.2 7.0 End of borehole at 7.0 feet. ins Modern Geosciences WELL NUMBER MW-2 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (2")/ Flight Auger (81 SAMPLE METHOD: Grab TOTAL DEPTH: 20.00 ft Z INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. a 0 J U m cn (n d Lu < W J d> w F Lu Z _� a EL MATERIAL DESCRIPTION WELL DIAGRAM Completion: Flush 5 0.0 - 1.0 2.0 - 3.0 17.0 - 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 1.0 1.2 2.0 2.3 3.1 3.7 4.2 4.0 1 3.7 0.5 Gravel, 6" : Concrete Bentonite Riser: PVC Sched. 40 Sand Type: 20/40 Screen Dia.: 2" Screen Size: 15 CLAY, dark gray, stiff, slightly moist, no odor 5.0 10 WEATHERED LIMESTONE, light gray, moist, no odor gray at 12' 17.0 15 20 LIMESTONE, gray, dry, no odor 120.0 End of borehole at 20.0 feet. ins Modern Geosciences BORING NUMBER B-3 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n <n Lu W J ui m d d _c) a o MATERIAL DESCRIPTION WELL DIAGRAM ov �� Q Q�v a cn < (n Z 0.0 SILTY CLAY, tan, dry, no odor 0.0 - 1.0 0.6 1.0 Not CLAY, dark gray, stiff, slightly moist, no odor Applicable 1.0 - 2.0 0.6 2.5 2.0 - 3.0 0.6 3.0 - 4.0 0.4 4.0 WEATHERED LIMESTONE, light tan, dry, no odor X4.0 - 5.0 26.0 5.0 5.0 End of borehole at 5.0 feet. ins Modern Geosciences BORING NUMBER B-4 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 12.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i w(n 2 g w a MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z 0.0 FILL, Silty Clay, brown, slightly moist, no odor 0.0 1.0 Not FILL, with concrete and some clayey material, wet, no odor Applicable 0.0 2.5 0.0 3.0 - 4.0 0.8 0.0 5.0 0.0 0.2 7.5 7.0 - 8.0 0.2 0.3 9.0 - 10.0 0.4 10.0 0.3 0.2 12.0 End of borehole at 12.0 feet. WELL NUMBER MW-5 ins Modern Geosciences PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (2")/ Flight Auger (81 SAMPLE METHOD: Grab TOTAL DEPTH: 20.00 ft Z INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n Lu W J a v U m 2 d d> W F _� a a MATERIAL DESCRIPTION WELL DIAGRAM o �Lu Q Q cn Z 0 Completion: Flush 0.0 FILL, Clay, dark gray, stiff, dry, no odor Concrete 1.0 - 2.0 0.0 Bentonite 0.2 2.1 Riser: 4.0 - 5.0 0.4 wet from 4' to 6' PVC Sched. 40 5 2.6 6.0 CLAY, gray, slightly moist, no odor 3.4 Sand 7.0 - 8.0 4.5 0.0 0.0 10 -wet at 10' Screen Dia.: 2" 2.0 Screen Size: 15 4.2 6.3 8.7 10.8 15 15.0 - 16.0 12.3 11.4 11.6 10.7 19.0 - 20.0 1 11.0 20 20.0 End of borehole at 20.0 feet. ins Modern Geosciences WELL NUMBER MW-6 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (2")/ Flight Auger (81 SAMPLE METHOD: Grab TOTAL DEPTH: 25.00 ft Z INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. w(n 0 J 2 �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM Completion: Flush 5 0.0 - 1.0 3.0 - 4.0 19.0 - 20.0 0.0 0.2 0.2 0.8 0.6 0.6 0.8 2.0 4.0 6.0 8.0 10.0 14.0 25.3 100.0 120.0 140.0 160.0 180.0 220.0 210.0 190.0 121.0 175.0 1173.2 0.5 FILL, Silty Clay, orange -brown, with wood and concrete, moist, no odor Concrete Bentonite Riser: PVC Sched. 40 Sand Screen Dia.: 2" Screen Size: 15 CLAY, dark gray, slightly moist, no odor 5.0 .' 10 WEATHERED LIMESTONE, light tan, dry, no odor light gray at 8' 17.0 15 20 LIMESTONE, gray, dry, no odor 25.0 25 End of borehole at 25.0 feet. ins Modern Geosciences BORING NUMBER B-7 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i ui g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark gray, stiff, slightly moist, no odor 0.0 - 1.0 0.0 Not Applicable 0.0 2.5 0.0 0.0 0.0 4 .5 WEATHERED LIMESTONE, light tan, moist, no odor 5.0 5.0 End of borehole at 5.0 feet. ins Modern Geosciences BORING NUMBER B-8 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i ui g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark gray, stiff, slightly moist, no odor 0.0 - 1.0 0.0 Not Applicable 0.0 2.5 0.0 3.0 - 4.0 0.0 4.0 - 5.0 2.1 4.5 WEATHERED LIMESTONE, light tan, dry, no odor 5.0 1 5.0 End of borehole at 5.0 feet. ins Modern Geosciences BORING NUMBER B-9 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i w g w a MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark brown, slightly moist, no odor 0.0 - 1.0 0.0 Not Applicable 0.0 2.5 0.0 3.0 - 4.0 0.0 4.0 WEATHERED LIMESTONE, light tan, dry, no odor X4.0 - 5.0 0.2 5.0 5.0 End of borehole at 5.0 feet. ins Modern Geosciences BORING NUMBER 1 OF 1 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i w g w a MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark brown, slightly moist, no odor 0.0 - 1.0 0.0 Not Applicable 0.0 2.5 0.0 0.0 4.0 WEATHERED LIMESTONE, light tan, dry, no odor 4.0 - 5.0 0.0 5.0 5.0 End of borehole at 5.0 feet. ins Modern Geosciences BORING NUMBER 1 PAGE 1 OF 1 1 O 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 7.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i w g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 FILL, Clay, gray, with concrete, dry, no odor 0.0 - 1.0 0.0 Not Applicable 0.0 2.0 CLAY, dark gray, stiff, slightly moist, no odor 2.5 0.0 0.0 4.0 - 5.0 0.0 5.0 0.0 6.0 WEATHERED LIMESTONE, light tan, dry, no odor 6.0 - 7.0 0.0 7.0 End of borehole at 7.0 feet. ins Modern Geosciences BORING NUMBER PAGE 1 OF 1 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/10/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 7.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i w g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 FILL, Clay, gray, with concrete, dry, no odor 0.0 - 1.0 0.0 Not Applicable 0.0 2.0 CLAY, dark gray, stiff, slightly moist, no odor 2.5 0.0 3.0 - 4.0 0.6 5.2 5.0 6.5 6.0 -hydrocarbon odor from 5' to 7' WEATHERED LIMESTONE, light tan, dry, no odor 6.0 - 7.0 35.0 7.0 End of borehole at 7.0 feet. ins Modern Geosciences WELL NUMBER MW-13 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (2")/ Flight Auger (81 SAMPLE METHOD: Grab TOTAL DEPTH: 17.00 ft Z INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. w(n J 2 �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM 0 Completion: Flush 0.0 - 1.0 0.0 CLAY, dark gray, slightly moist, no odor Concrete 0.0 Bentonite 0.0 0.0 Riser: 4.0 - 5.0 0.0 PVC Sched. 40 5 0.0 light brown from 6' to 8' 6.0 - 7.0 0.0 Sand Type: 20/40 0.0 8.0 WEATHERED LIMESTONE, light tan, dry, no odor 8.0 - 9.0 0.0 0.0 10 Screen Dia.: 2" 9.6 Screen Size: 15 15.2 21.8 13.0 - 14.0 32.8 30.1 15 28.9 26.2 17.0 End of borehole at 17.0 feet. ins Modern Geosciences 5100 Thompson Terrace BORING NUMBER 1 OF 1 PAGE 1 OF 1 Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 9.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. ui J �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.2 Not 1.6 Applicable 2.5 2.3 3.1 4.0 - 5.0 4.7 5.0 8.2 11.2 7.0 WEATHERED LIMESTONE, light tan, dry, no odor 7.5 7.0 - 8.0 14.5 8.0 - 9.0 26.4 9.0 End of borehole at 9.0 feet. ins Modern Geosciences BORING NUMBER PAGE 1 OF 1 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 7.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i ui g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.2 Not Applicable 0.8 2.5 2.4 8.4 4.0 - 5.0 7.8 5.0 11.1 6.0 WEATHERED LIMESTONE, light tan, dry, no odor 6.0 - 7.0 16.8 7.0 End of borehole at 7.0 feet. ins Modern Geosciences BORING NUMBER PAGE 1 OF 1 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 6.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i ui g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark gray, moist, no odor 0.0 - 1.0 0.3 Not Applicable 0.6 2.5 0.8 1.6 2.7 5.0 5.0 WEATHERED LIMESTONE, light tan, dry, no odor 5.0-6.0 4.8 6.0 End of borehole at 6.0 feet. ins Modern Geosciences WELL NUMBER MW-17 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (2")/ Flight Auger (81 SAMPLE METHOD: Grab TOTAL DEPTH: 22.00 ft Z INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. Lu 0 J U m cn (n Lu d W J dW;R Lu Z _o aLu EL MATERIAL DESCRIPTION WELL DIAGRAM Completion: Flush 5 0.0 - 1.0 4.0 - 5.0 5.0 - 6.0 9.0 - 10.0 14.0 - 15.0 21.0 - 22.0 0.0 0.0 0.0 0.0 0.1 0.4 0.0 0.0 0.0 2.1 4.1 7.2 9.6 36.0 46.3 32.0 21.7 22.4 23.5 24.8 73.2 1 158.0 CLAY, dark gray, slightly moist, no odor 5 0 Concrete Bentonite Riser: PVC Sched. 40 Sand Screen Dia.: 2" Screen Size: 15 10 WEATHERED LIMESTONE, light tan, dry, no odor 12.0 15 LIMESTONE, gray, dry, no odor 22.0 20 End of borehole at 22.0 feet. ins Modern Geosciences BORING NUMBER PAGE 1 OF 1 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 6.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n W J i J g w a MATERIAL DESCRIPTION WELL DIAGRAM ui �} Q QH < �Z 0.0 Topsoil, 6" 7-77 0.0 0.5 Cushion Sand 1.0 Not CLAY, dark gray, slightly moist, no odor EX Applicable 1.0 - 2.0 0.0 2.5 0.0 3.0 - 4.0 0.0 0.0 5.0 5.0 - 6.0 0.0 6.0 End of borehole at 6.0 feet. ins Modern Geosciences 5100 Thompson Terrace BORING NUMBER 1 OF 1 PAGE 1 OF 1 Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 7.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. ui J �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.0 Not 0.0 Applicable 2.5 0.0 X 3.0 - 4.0 0.0 - - gray from 4' to 6' 0.0 5.0 0.0 6.0 WEATHERED LIMESTONE, light tan, dry, no odor 6.0 - 7.0 0.0 7.0 End of borehole at 7.0 feet. ins Modern Geosciences WELL NUMBER MW-20 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (2")/ Flight Auger (81 SAMPLE METHOD: Grab TOTAL DEPTH: 25.00 ft Z INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. a 0 J U m cn (n d Lu < W J d> w F Lu Z _� a EL MATERIAL DESCRIPTION WELL DIAGRAM Completion: Flush 5 0.0 - 1.0 2.0 - 3.0 4.0 - 5.0 9.0 - 10.0 24.0 - 25.0 0.0 0.0 0.0 0.1 0.7 0.8 0.9 1.7 3.6 36.5 21.8 17.2 10.1 5.6 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.5 CLAY, dark gray, slightly moist, no odor 4.0 Concrete Bentonite Riser: PVC Sched. 40 Sand Type: 20/40 Screen Dia.: 2" Screen Size: 15 WEATHERED LIMESTONE, light tan, dry, no odor 9.0 10 LIMESTONE, gray, dry, no odor 25.0 15 20 25 End of borehole at 25.0 feet. ins Modern Geosciences BORING NUMBER 1 1 OF PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Modern Geosciences DRILLER: Z. Tondre LOGGED BY: Z. Tondre DRILL METHOD: Hand Auger (Y) SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i ui g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark gray, stiff, slightly moist, no odor 0.0 - 1.0 0.0 Not Applicable - X 1.0 - 2.0 0.0 2.5 2.0 - 3.0 0.0 3.0 - 4.0 0.0 4.0 WEATHERED LIMESTONE, light tan, dry, no odor X4.0 - 5.0 0.0 5.0 5.0 End of borehole at 5.0 feet. ins Modern Geosciences BORING NUMBER 1 OF 1 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 8.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. w J �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.0 Not 0.0 Applicable 2.5 0.0 0.0 brown from 4' to 5' 4.0 - 5.0 0.0 5.0 - light brown from 5' to 6' 0.0 6.0 WEATHERED LIMESTONE, light tan, slightly moist, no odor 0.0 7.5 7.0 - 8.0 0.0 X 8.0 End of borehole at 8.0 feet. ins Modern Geosciences BORING NUMBER PAGE 1 OF 1 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n J W J i w g w a s MATERIAL DESCRIPTION WELL DIAGRAM �} Q QH �Z < 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.0 Not Applicable 0.0 2.5 0.0 0.0 3.5 SAND, light tan, fine-grained, with gravel, dry, no odor 4.0 WEATHERED LIMESTONE, light tan, dry, no odor 4.0 - 5.0 0.0 5.0 1 15.0 End of borehole at 5.0 feet. ins Modern Geosciences 5100 Thompson Terrace BORING NUMBER 1 OF 1 PAGE 1 OF 1 Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 6.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. ui J �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.0 Not 0.0 Applicable 2.5 0.0 0.0 4.0 WEATHERED LIMESTONE, light tan, dry, no odor 4.0 - 5.0 0.0 5.0 5.0 - 6.0 0.2 6.0 End of borehole at 6.0 feet. ins Modern Geosciences 5100 Thompson Terrace BORING NUMBER 1 OF 1 PAGE 1 OF 1 Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 5.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. ui J �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.0 Not 0.0 Applicable 2.5 2.0 - 3.0 0.0 0.0 4.0 WEATHERED LIMESTONE, light tan, dry, no odor 4.0 - 5.0 0.0 5.0 1 15.0 End of borehole at 5.0 feet. ins Modern Geosciences 5100 Thompson Terrace BORING NUMBER 1 OF 1 PAGE 1 OF 1 Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/11/2016 DRILLING CO.: Riomar DRILLER: D. Stark LOGGED BY: Z. Tondre DRILL METHOD: Direct Push (21 SAMPLE METHOD: Grab TOTAL DEPTH: 7.00 ft INITIAL DTW: -- 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. ui J �} (n J Q < W J i g w QH �Z a s MATERIAL DESCRIPTION WELL DIAGRAM 0.0 CLAY, dark gray, slightly moist, no odor 0.0 - 1.0 0.0 Not 0.0 Applicable 2.5 0.0 3.0 - 4.0 0.0 4.0 - 5.0 0.0 5.0 5.0 WEATHERED LIMESTONE, light tan, dry, no odor 0.0 6.0 - 7.0 0.0 7.0 End of borehole at 7.0 feet. ins Modern Geosciences BORING NUMBER PAGE 1 OF 1 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/17/2016 DRILLING CO.: Modern Geosciences DRILLER: D. Whittington LOGGED BY: D. Whittington DRILL METHOD: Hand Auger (31 SAMPLE METHOD: Grab TOTAL DEPTH: 1.00 ft INITIAL DTW: -- 1 FINAL DTW: -- NOTES: These logs should not be used separately from the original report. J (n Lu W J a v U m 2 d d _� a o MATERIAL DESCRIPTION WELL DIAGRAM o � Q Q�v a cn z 0.0 SILTY CLAY, dark brown, loose, with calcareous nodules, dry, no odor 0.0-1.0 0.0 Not Applicable 1.0 End of borehole at 1.0 feet. ins Modern Geosciences BORING NUMBER 1 OF 1 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/17/2016 DRILLING CO.: Modern Geosciences DRILLER: D. Whittington LOGGED BY: D. Whittington DRILL METHOD: Hand Auger (31 SAMPLE METHOD: Grab TOTAL DEPTH: 1.00 ft INITIAL DTW: - 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n W J Lu U m Lu d d o�_ n MATERIAL DESCRIPTION WELL DIAGRAM v ��Q�v a a Q cn < z 0.0 CLAYEY SILT, brownish -gray, loose, with calcareous nodules, dry, no odor 0.0-1.0 0.0 Not Applicable 1.0 End of borehole at 1.0 feet. ins Modern Geosciences BORING NUMBER 1 OF 1 PAGE 1 OF 1 5100 Thompson Terrace Colleyville, Texas 76034 PROJECT NAME: ANNA GRAIN PROPERTY PROJECT LOCATION: Anna, Texas PROJECT NO.: 16033 DATE: 2/17/2016 DRILLING CO.: Modern Geosciences DRILLER: D. Whittington LOGGED BY: D. Whittington DRILL METHOD: Hand Auger (31 SAMPLE METHOD: Grab TOTAL DEPTH: 1.00 ft INITIAL DTW: - 1 FINAL DTW: --- NOTES: These logs should not be used separately from the original report. J (n Lu W J Lu v U m d d �_ n a MATERIAL DESCRIPTION WELL DIAGRAM o ��Q�v Q a cn < z 0.0 CLAYEY SILT, dark brown, stiff, moist, no odor Not 0.0-1.0 0.0 Applicable 1.0 End of borehole at 1.0 feet. Al WE V MODERN GEDSCIENCES TR LISTED ENVIRONMENTAL ADVISORS APPENDIX B LABORATORY ANALYTICAL DATA SHEETS and CHAIN of CUSTODY DOCUMENTATION www.MODERNGEOSCIENCES.com *ESC ANALYTICAL REPORT L-A-B S-C-I-E-N-C-E-S February 24, 2016 Modern Geosciences - Colleyville, TX Sample Delivery Group: L817496 Samples Received: 02/12/2016 Project Number: 16033 Description: Anna Grain Report To: K. Tramm 5100 Thompson Terrace Colleyville, TX 76034 -2 Entire Report Reviewed By: 64�— Craig Cothron �F Technical Service Representative Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by ESC is performed per guidance provided in laboratory standard operating procedures: 060302, 060303, and 060304. J40 4t OFAdop 0 myESC 5 TABLE OF CONTENTS ONE LAB. NATIONWIDE. 'gin 'Cp: Cover Page 1 2Tc: Table of Contents 2 3Ss: Sample Summary 4 4Tr: TRRP Summary 13 FS TRRP form R 14 17 TRRP form S 16 TRRP Exception Reports 17 FrSSr: Sample Results 18 B-1 2-3FT L817496-01 18 RC MW-2 0-1FT L817496-02 20 �GI MW-2 17-18FT L817496-03 21 B-3 0-1FT L817496-04 23 rAl B-3 4-5FT L817496-05 25 MW-5 1-2FT L817496-06 27 FSC MW-5 7-8FT L817496-07 28 MW-5 15-16FT L817496-08 31 MW-6 0-1FT L817496-09 33 MW-6 3-4FT L817496-10 35 MW-6 19-20FT L817496-11 38 B-7 0-1FT L817496-12 42 B-8 0-1 FT L817496-13 45 B-8 3-4FT L817496-14 47 B-9 0-1FT L817496-15 49 B-10 0-1FT L817496-16 53 B-11 0-1 FT L817496-17 56 B-12 0-1FT L817496-18 59 B-12 6-7FT L817496-19 62 MW-13 0-1FT L817496-20 64 MW-13 13-14FT L817496-21 67 B-14 0-1FT L817496-22 71 B-14 8-9FT L817496-23 74 B-15 0-1FT L817496-24 77 B-15 6-7FT L817496-25 80 B-16 0-1FT L817496-26 82 B-16 5-6FT L817496-27 85 MW-17 0-1FT L817496-28 87 MW-17 21-22FT L817496-29 90 B-18 1-2FT L817496-30 92 B-19 0-1FT L817496-31 95 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 2 of 211 TABLE OF CONTENTS ONE LAB. NATIONWIDE. MW-20 0-1FT L817496-32 MW-20 9-10FT L817496-33 B-21 0-1FT L817496-34 B-22 0-1FT L817496-35 B-23 0-1 FT L817496-36 B-24 0-1 FT L817496-37 B-24 5-6FT L817496-38 B-25 0-1FT L817496-39 B-26 0-1 FT L817496-40 C-1 L817496-41 MW-5 L817496-42 6Qc: Quality Control Summary Total Solids by Method 2540 G-2011 Wet Chemistry by Method 9045D Wet Chemistry by Method 9056A Mercury by Method 7471A Metals (ICP) by Method 6010B Volatile Organic Compounds (GC/MS) by Method 8260B Semi -Volatile Organic Compounds (GC) by Method TX 1005 Chlorinated Acid Herbicides (GC) by Method 8151 OP Pesticides by Method 8141 Pesticides (GC) by Method 8081 7GI: Glossary of Terms "Al: Accreditations & Locations 9Sc: Chain of Custody 98 101 103 106 109 112 113 115 117 120 122 124 124 128 129 130 132 135 183 186 188 191 199 200 201 Fn FS FTr rsr RC F, rAl FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 3 of 211 SAMPLE SUMMARY ONE LAB. NATIONWIDE. Collected by Collected date/time Received date/time B-1 2-3FT L817496-01 Solid 02/10/1610:10 02/12/1612:30 FP1 Method Batch Dilution Preparation Analysis Analyst date/time date/time FTC Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1610:01 DMG Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849352 1 02/17/16 04:00 02/17/1612:51 BMB Collected by Collected date/time Received date/time 4Tr MW-2 0-1FT L817496-02 Solid 02/10/1611:04 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst FSr date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/16 09:50 BRJ 6 QC Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 00:53 LTB Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL Wet Chemistry by Method 9045D WG849167 1 02/13/1612:26 02/13/1612:26 AMC GI Collected by Collected date/time Received date/time $AI MW-2 17-18FT L817496-03 Solid 02/10/1611:08 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst SC date/time date/time Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1616:06 DMG Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849352 1 02/17/16 04:00 02/17/1613:10 BMB Collected by Collected date/time Received date/time B-3 0-1FT L817496-04 Solid 02/10/1611:34 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Chlorinated Acid Herbicides (GC) by Method 8151 WG850089 1 02/18/1612:59 02/20/1615:49 KLM OP Pesticides by Method 8141 WG849536 1 02/16/1612:54 02/17/16 03:43 HMH Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/18/16 21:48 ADF Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL Wet Chemistry by Method 9056A WG849194 1 02/15/16 21:45 02/16/16 02:06 DJD Collected by Collected date/time Received date/time B-3 4-5FT L817496-05 Solid 02/10/1611:42 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260B MW-5 1-2FT L817496-06 Solid Method Mercury by Method 7471A Metals (ICP) by Method 6010B Total Solids by Method 2540 G-2011 Wet Chemistry by Method 9045D WG849883 WG849310 WG849352 1 02/18/16 05:50 1 02/15/1610:02 1 02/17/16 04:00 Collected by 02/18/1610:26 DMG 02/15/1610:12 MEL 02/17/1613:30 BMB Collected date/time Received date/time 02/10/1612:18 02/12/1612:30 Batch Dilution Preparation Analysis Analyst date/time date/time WG849121 1 02/16/1614:07 02/17/16 09:59 BRJ WG849431 1 02/16/16 21:47 02/18/16 00:57 LTB WG849310 1 02/15/1610:02 02/15/1610:12 MEL WG849167 1 02/13/1612:26 02/13/1612:26 AMC ACCOUNT: Modern Geosciences - Colleyville, TX PROJECT: SDG: DATE/TIME: PAGE: 16033 L817496 02/24/16 07:39 4 of 211 SAMPLE SUMMARY ONE LAB. NATIONWIDE. Collected by Collected date/time Received date/time MW-5 7-81FT L817496-07 Solid 02/10/1612:22 02/12/1612:30 FP1 Method Batch Dilution Preparation Analysis Analyst date/time date/time FTC Chlorinated Acid Herbicides (GC) by Method 8151 WG850089 1 02/18/1612:59 02/20/1616:02 KLM OP Pesticides by Method 8141 WG849536 1 02/16/1612:54 02/17/16 04:14 HMH Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/18/16 22:00 ADF Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1610:39 DMG Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL FTr Volatile Organic Compounds (GC/MS) by Method 8260B WG850566 1 02/19/16 08:20 02/19/1610:32 JHH Wet Chemistry by Method 9056A WG849194 1 02/15/16 21:45 02/16/16 02:52 DJD FSr Collected by Collected date/time Received date/time MW-5 15-16FT L817496-08 Solid 02/10/1612:26 02/12/1612:30 RC Method Batch Dilution Preparation Analysis Analyst date/time date/time GI Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL Volatile Organic Compounds (GC/MS) by Method 8260E WG849352 1 02/17/16 04:00 02/17/1614:08 BMB FAI Collected by Collected date/time Received date/time MW-6 0-1FT L817496-09 Solid 02/10/1615:18 02/12/1612:30 FSC Method Batch Dilution Preparation Analysis Analyst date/time date/time Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849943 5 02/16/16 23:14 02/17/16 06:46 DAH Wet Chemistry by Method 9045D WG849167 1 02/13/1612:26 02/13/1612:26 AMC Collected by Collected date/time Received date/time MW-6 3-41FT L817496-10 Solid 02/10/1615:20 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:02 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:00 LTB Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/18/16 22:13 ADF Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1610:52 DMG Total Solids by Method 2540 G-2011 WG849310 1 02/15/1610:02 02/15/1610:12 MEL Volatile Organic Compounds (GC/MS) by Method 8260E WG849352 1 02/17/16 04:00 02/17/1614:27 BMB Collected by Collected date/time Received date/time MW-6 19-20FT L817496-11 Solid 02/10/1615:22 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Chlorinated Acid Herbicides (GC) by Method 8151 WG850089 1 02/18/1612:59 02/20/1616:16 KLM Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:05 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:03 LTB OP Pesticides by Method 8141 WG849536 1 02/16/1612:54 02/17/16 04:46 HMH Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/18/16 22:25 ADF Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1611:05 DMG Total Solids by Method 2540 G-2011 WG849311 1 02/15/1611:07 02/15/1611:15 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849352 1 02/17/16 04:00 02/17/1614:47 BMB Wet Chemistry by Method 9045D WG849167 1 02/13/1612:26 02/13/1612:26 AMC Wet Chemistry by Method 9056A WG849194 1 02/15/16 21:45 02/16/16 04:01 DJD ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 5 of 211 SAMPLE SUMMARY ONE LAB. NATIONWIDE. Collected by Collected date/time Received date/time B-7 0-1FT L817496-12 Solid 02/10/1615:36 02/12/1612:30 FP1 Method Batch Dilution Preparation Analysis Analyst date/time date/time FTC Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:08 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:06 LTB Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/18/16 22:38 ADF Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1611:17 DMG Total Solids by Method 2540 G-2011 WG849311 1 02/15/1611:07 02/15/1611:15 MEL FTr Volatile Organic Compounds (GC/MS) by Method 8260B WG849352 1 02/17/16 04:00 02/17/1615:06 BMB FSr Collected by Collected date/time Received date/time B-8 0-1FT L817496-13 Solid 02/10/1615:48 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst Fc date/time date/time Chlorinated Acid Herbicides (GC) by Method 8151 WG850089 1 02/18/1612:59 02/20/1616:56 KLM 7 GI Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:22 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:09 LTB FAI OP Pesticides by Method 8141 WG849536 1 02/16/1612:54 02/17/16 05:18 HMH Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/20/16 20:41 LKD Total Solids by Method 2540 G-2011 WG849311 1 02/15/1611:07 02/15/1611:15 MEL FSC Collected by Collected date/time Received date/time B-8 3-4FT L817496-14 Solid 02/10/1615:50 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1611:30 DMG Total Solids by Method 2540 G-2011 WG849311 1 02/15/1611:07 02/15/1611:15 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849943 5 02/16/16 23:14 02/17/16 07:06 DAH Collected by Collected date/time Received date/time B-9 0-11FT L817496-15 Solid 02/10/1616:07 02/12/1612:30 Method Chlorinated Acid Herbicides (GC) by Method 8151 Mercury by Method 7471A Metals (ICP) by Method 6010B OP Pesticides by Method 8141 Pesticides (GC) by Method 8081 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260E Wet Chemistry by Method 9056A B-10 0-1FT L817496-16 Solid Method Mercury by Method 7471A Metals (ICP) by Method 6010B Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260B Wet Chemistry by Method 9056A Batch Dilution Preparation date/time WG850089 WG849121 WG849431 WG849536 WG849547 WG849311 WG849352 WG849194 Batch 1 02/18/1612:59 1 02/16/1614:07 1 02/16/16 21:47 1 02/16/1612:54 1 02/17/16 01:18 1 02/15/1611:07 1 02/17/16 04:00 1 02/15/16 21:45 Collected by Dilution Preparation date/time WG849121 1 02/16/1614:07 WG849431 1 02/16/16 21:47 WG849547 1 02/17/16 01:18 WG849883 1 02/18/16 05:50 WG849311 1 02/15/1611:07 WG849352 1 02/17/16 04:00 WG849194 1 02/15/16 21:45 Analysis Analyst date/time 02/20/1617:09 KLM 02/17/1610:25 BRJ 02/18/16 01:12 LTB 02/17/16 05:49 HMH 02/20/16 20:53 LKD 02/15/1611:15 MEL 02/17/1615:25 BMB 02/16/16 04:23 DJD Collected date/time Received date/time 02/10/1615:36 02/12/1612:30 Analysis Analyst date/time 02/17/1610:28 BRJ 02/18/16 01:15 LTB 02/20/16 21:06 LKD 02/18/1611:43 DMG 02/15/1611:15 MEL 02/17/1615:45 BMB 02/16/16 04:46 DJD ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 6 of 211 B-11 0-11FT L817496-17 Solid Method Mercury by Method 7471A Metals (ICP) by Method 6010B Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260B B-12 0-11FT L817496-18 Solid SAMPLE SUMMARY Collected by Batch WG849121 WG849431 WG849547 WG849883 WG849311 WG850106 Dilution Preparation date/time 1 02/16/1614:07 1 02/16/16 21:47 1 02/17/16 01:18 1 02/18/16 05:50 1 02/15/1611:07 1.04 02/18/1612:00 Collected by Method Batch Dilution Preparation date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 Total Solids by Method 2540 G-2011 WG849311 1 02/15/1611:07 Volatile Organic Compounds (GC/MS) by Method 8260E WG850106 1 02/18/1612:00 Wet Chemistry by Method 9056A WG849194 1 02/15/16 21:45 Collected by B-12 6-71FT L817496-19 Solid ONE LAB. NATIONWIDE. Collected date/time Received date/time 02/10/1617:04 02/12/1612:30 FP1 Analysis Analyst date/time FTC 02/17/1610:31 BRJ 02/0118 LTD 02/20/120/1 6 21:18 LKD 02/18/1611:55 DMG 02/15/1611:15 MEL FTr 02/18/1613:40 HJF FSr Collected date/time Received date/time 02/10/1617:17 02/12/1612:30 Fc Analysis Analyst date/time 02/17/1610:34 BRJ 7 G I 02/18/16 01:28 LTB 02/20/16 21:31 LKD AI r 02/18/1612:08 DMG 02/15/1611:15 MEL 02/18/1615:17 HJF FSC 02/16/16 05:09 DJD Collected date/time Received date/time 02/10/1617:21 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:37 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:31 LTB Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1612:21 DMG Total Solids by Method 2540 G-2011 WG849311 1 02/15/1611:07 02/15/1611:15 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG851011 1 02/21/1615:19 02/21/16 21:00 ACG Collected by Collected date/time Received date/time MW-13 0-11FT L817496-20 Solid 02/11/1608:51 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:40 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:34 RIDS Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/20/16 21:43 LKD Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1612:33 DMG Total Solids by Method 2540 G-2011 WG849311 1 02/15/1611:07 02/15/1611:15 MEL Volatile Organic Compounds (GC/MS) by Method 8260E WG850106 1 02/18/1612:00 02/18/1615:56 HJF Collected by Collected date/time Received date/time MW-13 13-14FT L817496-21 Solid 02/11/1608:59 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Chlorinated Acid Herbicides (GC) by Method 8151 WG850089 1 02/18/1612:59 02/20/1617:22 KLM Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:43 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:37 LTB OP Pesticides by Method 8141 WG849536 1 02/16/1612:54 02/17/16 06:21 HMH Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/20/16 21:56 LKD Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1612:46 DMG Total Solids by Method 2540 G-2011 WG849312 1 02/15/1610:15 02/15/1610:24 MEL ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 7 of 211 SAMPLE SUMMARY ONE LAB. NATIONWIDE. Collected by Collected date/time Received date/time MW-13 13-14FT L817496-21 Solid 02/11/1608:59 02/12/1612:30 , C P Method Volatile Organic Compounds (GC/MS) by Method 8260B Wet Chemistry by Method 9056A B-14 0-1FT L817496-22 Solid Method Mercury by Method 7471A Metals (ICP) by Method 6010B Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260E B-14 8-91FT L817496-23 Solid Method Mercury by Method 7471A Metals (ICP) by Method 6010B Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260B B-15 0-11FT L817496-24 Solid Batch WG849352 WG849194 Batch Dilution Preparation Analysis Analyst L—J date/time date/time FTC 1 02/17/16 04:00 02/17/1616:04 BMB 1 02/15/16 21:45 02/16/16 05:32 DJD Collected by Collected date/time Received date/time 02/11/16 09:56 02/12/1612:30 rTr Dilution Preparation Analysis Analyst s date/time date/time Sr WG849121 1 02/16/1614:07 02/17/1610:46 BRJ L—J WG849431 1 02/16/16 21:47 02/18/16 01:40 LTB 6QC WG849547 1 02/17/16 01:18 02/20/16 22:08 LKD WG849883 1 02/18/16 05:50 02/18/1612:58 DMG WG849312 1 02/15/1610:15 02/15/1610:24 MEL GI WG850106 1 02/18/1612:00 02/18/1616:15 HJF FAI Collected by Collected date/time Received date/time 02/11/1610:02 02/12/1612:30 9 SC Batch WG849121 WG849431 WG849547 WG849883 WG849312 WG850106 Dilution Preparation Analysis Analyst L� date/time date/time 1 02/16/1614:07 02/17/1610:49 BRJ 1 02/16/16 21:47 02/18/16 01:44 LTB 1 02/17/16 01:18 02/20/16 22:21 LKD 1 02/18/16 05:50 02/18/1613:11 DMG 1 02/15/1610:15 02/15/1610:24 MEL 1 02/18/1612:00 02/18/1616:34 HJF Collected by Collected date/time Received date/time 02/11/1610:37 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1610:57 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:47 LTB Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/20/16 22:33 LKD Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1613:23 DMG Total Solids by Method 2540 G-2011 WG849312 1 02/15/1610:15 02/15/1610:24 MEL Volatile Organic Compounds (GC/MS) by Method 8260E WG850106 1 02/18/1612:00 02/18/1616:54 HJF Collected by Collected date/time Received date/time B-15 6-7FT L817496-25 Solid 02/11/1610:41 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 1 02/18/16 05:50 02/18/1613:36 DMG Total Solids by Method 2540 G-2011 WG849312 1 02/15/1610:15 02/15/1610:24 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849353 1 02/18/1613:25 02/18/1615:01 JHH Collected by Collected date/time Received date/time B-16 0-1FT L817496-26 Solid 02/11/1611:03 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1611:00 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:50 LTB Pesticides (GC) by Method 8081 WG849547 1 02/17/16 01:18 02/18/16 20:20 ADF ACCOUNT: Modern Geosciences - Colleyville, TX PROJECT: SDG: DATE/TIME: PAGE: 16033 L817496 02/24/16 07:39 8 of 211 B-16 0-1FT L817496-26 Solid Method Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260B Wet Chemistry by Method 9045D B-16 5-6FT L817496-27 Solid Method Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260E MW-17 0-1FT L817496-28 Solid SAMPLE SUMMARY Collected by Batch WG849883 WG849312 WG849353 WG849167 Dilution Preparation date/time 1 02/18/16 05:50 1 02/15/1610:15 1 02/18/1613:25 1 02/13/1612:26 Collected by Batch Dilution Preparation date/time WG849312 1 02/15/1610:15 WG849736 1 02/16/1610:24 Collected by Method Batch Mercury by Method 7471A WG849121 Metals (ICP) by Method 6010B WG849431 Pesticides (GC) by Method 8081 WG849840 Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG849883 Total Solids by Method 2540 G-2011 WG849312 Volatile Organic Compounds (GC/MS) by Method 8260B WG849353 Wet Chemistry by Method 9056A WG849194 MW-17 21-22FT L817496-29 Solid Dilution Preparation date/time 1 02/16/1614:07 1 02/16/16 21:47 1 02/17/16 20:36 1 02/18/16 05:50 1 02/15/1610:15 1 02/18/1613:25 1 02/15/16 21:45 Collected by ONE LAB. NATIONWIDE. Collected date/time Received date/time 02/11/1611:03 02/12/1612:30 FP1 Analysis Analyst date/time FTC 02/18/1613:48 DMG 02/1/161: 02/18/1615:19 19 JHH JHH 02/13/1612:26 AMC FTr Collected date/time Received date/time 02/11/1611:03 02/12/1612:30 FSr Analysis Analyst date/time 6 Q C 02/15/1610:24 MEL 02/16/1619:27 ACG �GI Collected date/time Received date/time 02/11/1611:31 02/12/1612:30 FAI Analysis Analyst date/time FSC 02/17/161103 BRJ 02/18/16 01:53 LTB 02/18/1614:24 ADF 02/18/1614:13 DMG 02/15/1610:24 MEL 02/18/1615:37 JHH 02/16/16 05:55 DJD Collected date/time Received date/time 02/11/1611:42 02/12/1612:30 Method Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260E B-18 1-2FT L817496-30 Solid Batch WG850192 WG849312 WG849353 Dilution Preparation date/time 1 02/17/1616:24 1 02/15/1610:15 1 02/18/1613:25 Collected by Analysis date/time 02/18/16 00:36 02/15/1610:24 02/18/1615:56 Collected date/time 02/11/1612:07 Analyst TRF MEL JHH Received date/time 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1611:06 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 01:56 LTB Pesticides (GC) by Method 8081 WG849840 1 02/17/16 20:36 02/18/1614:36 ADF Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG850192 1 02/17/1616:24 02/18/16 01:15 TRF Total Solids by Method 2540 G-2011 WG849312 1 02/15/1610:15 02/15/1610:24 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849353 1 02/18/1613:25 02/18/1616:14 JHH Wet Chemistry by Method 9045D WG849167 1 02/13/1612:26 02/13/1612:26 AMC Collected by Collected date/time Received date/time B-19 0-1FT L817496-31 Solid 02/11/1612:27 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849121 1 02/16/1614:07 02/17/1611:09 BRJ Metals (ICP) by Method 6010B WG849431 1 02/16/16 21:47 02/18/16 00:33 LTB Pesticides (GC) by Method 8081 WG849840 1 02/17/16 20:36 02/18/1614:49 ADF ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 9 of 211 SAMPLE SUMMARY Collected by B-19 0-1FT L817496-31 Solid Method Batch Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG850192 Total Solids by Method 2540 G-2011 WG849313 Volatile Organic Compounds (GC/MS) by Method 8260B WG849353 MW-20 0-1FT L817496-32 Solid Dilution Preparation date/time 02/17/1616:24 02/15/1610:57 02/18/1613:25 Collected by Method Batch Dilution Preparation date/time Mercury by Method 7471A WG849125 1 02/16/1614:23 Metals (ICP) by Method 6010B WG850030 1 02/18/16 08:33 Pesticides (GC) by Method 8081 WG849840 1 02/17/16 20:36 Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG850192 1 02/17/1616:24 Total Solids by Method 2540 G-2011 WG849313 1 02/15/1610:57 Volatile Organic Compounds (GC/MS) by Method 8260E WG849353 1 02/18/1613:25 Wet Chemistry by Method 9045D WG849167 1 02/13/1612:26 Wet Chemistry by Method 9056A WG849194 1 02/15/16 21:45 MW-20 9-10FT L817496-33 Solid Method Mercury by Method 7471A Metals (ICP) by Method 6010B Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260B B-21 0-11FT L817496-34 Solid Collected by Batch Dilution Preparation date/time WG849125 1 02/16/1614:23 WG850030 1 02/18/16 08:33 WG850192 1 02/17/1616:24 WG849313 1 02/15/1610:57 WG849353 1.13 02/18/1613:25 Collected by Method Batch Dilution Preparation date/time Mercury by Method 7471A Metals (ICP) by Method 6010B Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260E Wet Chemistry by Method 9045D B-22 0-1FT L817496-35 Solid Method Mercury by Method 7471A Metals (ICP) by Method 6010B Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Total Solids by Method 2540 G-2011 Volatile Organic Compounds (GC/MS) by Method 8260B WG849125 WG850030 WG849840 WG850192 WG849313 WG849353 WG849167 Batch WG849125 WG850030 WG849840 WG850192 WG849313 WG849353 1 02/16/1614:23 1 02/18/16 08:33 1 02/17/16 20:36 1 02/17/1616:24 1 02/15/1610:57 1 02/18/1613:25 1 02/13/1612:26 Collected by Dilution Preparation date/time ONE LAB. NATIONWIDE. Collected date/time Received date/time 02/11/1612:27 02/12/1612:30 FP1 Analysis Analyst date/time FTC 02/18/16 01:28 TRF 02/1/161:MEL 02/18/1616:3 JHH JHH Collected date/time Received date/time 4 Tr 02/11/1613:06 02/12/1612:30 Analyst FSrAnalysis date/time 02/17/1615:08 TRB 6QCl 02/18/1611:50 CCE 02/18/1615:01 ADF 02/18/1601:42 TRF GI 02/15/1611:05 MEL 02/18/1616:51 JHH Al r 02/13/1612:26 AMC 02/16/16 07:04 DJD FSC Collected date/time Received date/time 02/11/1613:15 02/12/1612:30 Analysis Analyst date/time 02/17/1615:11 TRB 02/18/1611:53 CCE 02/18/16 01:55 TRF 02/15/1611:05 MEL 02/18/1617:09 JHH Collected date/time Received date/time 02/11/1615:16 02/12/1612:30 Analysis Analyst date/time 02/17/1615:20 TRB 02/18/1612:02 CCE 02/18/1615:39 ADF 02/18/16 02:08 TRF 02/15/1611:05 MEL 02/18/1617:27 JHH 02/13/1612:26 AMC Collected date/time Received date/time 02/11/1614:17 02/12/1612:30 Analysis Analyst date/time 1 02/16/1614:23 02/17/1615:23 TRB 1 02/18/16 08:33 02/18/1612:05 CCE 1 02/17/16 20:36 02/18/1615:51 ADF 1 02/17/1616:24 02/18/16 02:21 TRF 1 02/15/1610:57 02/15/1611:05 MEL 1 02/18/1613:25 02/18/1617:45 JHH ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 10 of 211 SAMPLE SUMMARY ONE LAB. NATIONWIDE. Collected by Collected date/time Received date/time B-23 0-11FT L817496-36 Solid 02/11/1614:48 02/12/1612:30 FP1 Method Batch Dilution Preparation Analysis Analyst date/time date/time FTC Mercury by Method 7471A WG849125 1 02/16/1614:23 02/17/1615:26 TRB Metals (ICP) by Method 6010B WG850030 1 02/18/16 08:33 02/18/1612:08 CCE Pesticides (GC) by Method 8081 WG849840 1 02/17/16 20:36 02/18/1616:04 ADF Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG850192 1 02/17/1616:24 02/18/16 02:34 TRF Total Solids by Method 2540 G-2011 WG849313 1 02/15/1610:57 02/15/1611:05 MEL FTr Volatile Organic Compounds (GC/MS) by Method 8260B WG849353 1 02/18/1613:25 02/18/1618:04 JHH Wet Chemistry by Method 9045D WG849167 1 02/13/1612:26 02/13/1612:26 AMC FSr Collected by Collected date/time Received date/time B-24 0-11FT L817496-37 Solid 02/11/1615:12 02/12/1612:30 FC-1 Method Batch Dilution Preparation Analysis Analyst date/time date/time GI Mercury by Method 7471A WG849125 1 02/16/1614:23 02/17/1615:29 TRB Metals (ICP) by Method 6010B WG849421 1 02/16/1610:25 02/17/16 09:32 LTB FAI Total Solids by Method 2540 G-2011 WG849313 1 02/15/1610:57 02/15/1611:05 MEL FSC Collected by Collected date/time Received date/time B-24 5-61FT L817496-38 Solid 02/11/1615:16 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG850192 1 02/17/1616:24 02/18/16 02:47 TRF Total Solids by Method 2540 G-2011 WG849313 1 02/15/1610:57 02/15/1611:05 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG850566 1 02/19/16 08:20 02/19/1610:54 JHH Collected by Collected date/time Received date/time B-25 0-11FT L817496-39 Solid 02/11/1615:32 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849125 1 02/16/1614:23 02/17/1615:32 TRB Metals (ICP) by Method 6010B WG850030 1 02/18/16 08:33 02/18/1612:12 CCE Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG850192 1 02/17/1616:24 02/18/16 03:00 TRF Total Solids by Method 2540 G-2011 WG849313 1 02/15/1610:57 02/15/1611:05 MEL Volatile Organic Compounds (GC/MS) by Method 8260E WG850566 1 02/19/16 08:20 02/19/1611:16 JHH Collected by Collected date/time Received date/time B-26 0-11FT L817496-40 Solid 02/11/1616:12 02/12/1612:30 Method Batch Dilution Preparation Analysis Analyst date/time date/time Mercury by Method 7471A WG849125 1 02/16/1614:23 02/17/1615:35 TRB Metals (ICP) by Method 6010B WG850030 1 02/18/16 08:33 02/18/1612:15 CCE Pesticides (GC) by Method 8081 WG849840 1 02/17/16 20:36 02/18/1616:16 ADF Semi -Volatile Organic Compounds (GC) by Method TX 1005 WG850192 1 02/17/1616:24 02/18/16 03:13 TRF Total Solids by Method 2540 G-2011 WG849313 1 02/15/1610:57 02/15/1611:05 MEL Volatile Organic Compounds (GC/MS) by Method 8260B WG849353 1 02/18/1613:25 02/18/1618:59 JHH ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 11 of 211 C-1 L817496-41 GW Method Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Volatile Organic Compounds (GC/MS) by Method 8260B MW-5 L817496-42 GW Method Pesticides (GC) by Method 8081 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Volatile Organic Compounds (GC/MS) by Method 8260E SAMPLE SUMMARY Collected by Batch WG849345 WG848881 WG849297 Dilution Preparation date/time 1 02/16/16 07:32 1 02/15/1619:58 1 02/18/16 08:59 Collected by Batch Dilution Preparation date/time WG849345 1 02/16/16 07:32 WG848881 1 02/15/1619:58 WG849297 1 02/18/16 09:19 ONE LAB. NATIONWIDE. Collected date/time Received date/time 02/10/1617:51 02/12/1612:30 FP1 Analysis Analyst date/time FTC 02/16/1616:59 CMJ 02/1/16 0:DMG 02/188/16 08:5 GLN9 GLN Collected date/time Received date/time 4 Tr 02/11/1617:38 02/12/1612:30 Analyst FSrAnalysis date/time 02/16/1617:12 CMJ 6 Q C 02/16/16 07:51 DMG 02/18/16 09:19 GLN �GI FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 12 of 211 RG-366/TRRP-13 Revised May2010 Laboratory Data Package Cover Page ONE LAB. NATIONWIDE LRC page 1 of 5 This data package consists of this signature page, the laboratory review checklist, and the following reportable data as applicable: R1 - Field chain -of -custody documentation; R2 - Sample identification cross-reference; R3 - Test reports (analytical data sheets) for each environmental sample that includes: a. Items consistent with NELAC Chapter 5, b. dilution factors, c. preparation methods, d. cleanup methods, and e. if required for the project, tentatively identified compounds (TICs). R4 - Surrogate recovery data including: a. Calculated recovery (%R), and b. The laboratory's surrogate QC limits. R5 - Test reports/summary forms for blank samples; R6 - Test reports/summary forms for laboratory control samples (LCSs) including: a. LCS spiking amounts, b. Calculated %R for each analyte, and c. The laboratory's LCS QC limits. R7 - Test reports for project matrix spike/matrix spike duplicates (MS/MSDs) including: a. Samples associated with the MS/MSD clearly identified, b. MS/MSD spiking amounts, c. Concentration of each MS/MSD analyte measured in the parent and spiked samples, d. Calculated %Rs and relative percent differences (RPDs), and e. The laboratory's MS/MSD QC limits R8 - Laboratory analytical duplicate (if applicable) recovery and precision: a. The amount of analyte measured in the duplicate, b. The calculated RPD, and c. The laboratory's QC limits for analytical duplicates. R9 - List of method quantitation limits (MQLs) and detectability check sample results for each analyte for each method and matrix. R10 - Other problems or anomalies. Release Statement: I am responsible for the release of this laboratory data package. This laboratory is NELAC accredited under the Texas Laboratory Accreditation Program for all the methods, analytes, and matrices reported in this data package except as noted in the Exception Reports. The data have been reviewed and are technically compliant with the requirements of the methods used, except where noted by the laboratory in the Exception Reports. By my signature below, I affirm to the best of my knowledge all problems/anomalies observed by the laboratory have been identified in the Laboratory Review Checklist, and no information affecting the quality of the data has been knowingly withheld. 4- 6�c Craig Cothron Technical Service Representative ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosclences - Colleyville, TX 16033 L817496 02/24/16 07:39 13 of 211 RG-366/TRRP-13 Revised May2010 Laboratory Review Checklist: Reportable Data ONE LAB. NATIONWIDE. LRC page 2 of 5 Laboratory Name: ESC Lab Sciences LRC Date: 02/24/2016 07:39 Project Name: Anna Grain Laboratory Job Number: L817496-01, 02, 03, 04, 05, 06, 07, 08, 09,10,11,12,13,14,15, 16,17,18,19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41 and 42 Reviewer Name: Craig Cothron Prep Batch Number(s): WG849194, WG849311, WG849313, WG849310, WG849312, WG848881, WG849121, WG849736, WG849943, WG849421, WG849345, WG849536, WG850192, WG849352, WG849431, WG849125, WG849883, WG850106, WG849167, WG849297, WG849840, WG850566, WG849353, WG850030, WG851011, WG849547 and WG850089 #' AZ Description Yes No NA NR4 ER#s R1 OI Chain -of -custody (C-O-C) Did samples meet the laboratory's standard conditions of sample acceptability upon receipt? X Were all departures from standard conditions described in an exception report? X R2 OI Sample and quality control (QC) identification Are all field sample ID numbers cross-referenced to the laboratory ID numbers? X Are all laboratory ID numbers cross-referenced to the corresponding QC data? X R3 OI Test reports Were all samples prepared and analyzed within holding times? X Other than those results < MQL, were all other raw values bracketed by calibration standards? X 1 Were calculations checked by a peer or supervisor? X Were all analyte identifications checked by a peer or supervisor? X Were sample detection limits reported for all analytes not detected? X Were all results for soil and sediment samples reported on a dry weight basis? X Were % moisture (or solids) reported for all soil and sediment samples? X Were bulk soils/solids samples for volatile analysis extracted with methanol per SW846 Method 5035? X If required for the project, are TICs reported? X R4 10 Surrogate recovery data Were surrogates added prior to extraction? X Were surrogate percent recoveries in all samples within the laboratory QC limits? X 2 R5 OI Test reports/summary forms for blank samples Were appropriate type(s) of blanks analyzed? X Were blanks analyzed at the appropriate frequency? X Were method blanks taken through the entire analytical process, including preparation and, if applicable, cleanup procedures? X Were blank concentrations < MQL? X R6 OI Laboratory control samples (LCS): Were all COCs included in the LCS? X Was each LCS taken through the entire analytical procedure, including prep and cleanup steps? X Were LCSs analyzed at the required frequency? X Were LCS (and LCSD, if applicable) %Rs within the laboratory QC limits? X 3 Does the detectability check sample data document the laboratory's capability to detect the COCs at the MDL used to calculate the SDLs? X Was the LCSD RPD within QC limits? X 4 R7 101 Matrix spike (MS) and matrix spike duplicate (MSD) data Were the project/method specified analytes included in the MS and MSD? X Were MS/MSD analyzed at the appropriate frequency? X Were MS (and MSD, if applicable) %Rs within the laboratory QC limits? X 5 Were MS/MSD RPDs within laboratory QC limits? X 6 R8 101 Analytical duplicate data Were appropriate analytical duplicates analyzed for each matrix? X Were analytical duplicates analyzed at the appropriate frequency? X Were RPDs or relative standard deviations within the laboratory QC limits? X 7 R9 101 Method quantitation limits (MQLs): Are the MQLs for each method analyte included in the laboratory data package? X Do the MQLs correspond to the concentration of the lowest non -zero calibration standard? X Are unadjusted MQLs and DCSs included in the laboratory data package? X R10 OI Other problems/anomalies Are all known problems/anomalies/special conditions noted in this LRC and ER? X Was applicable and available technology used to lower the SDL to minimize the matrix interference effects on the sample results? X Is the laboratory NELAC-accredited under the Texas Laboratory Accreditation Program for the analytes, matrices and methods associated with this laboratory data package? X ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 14 of 211 RG-366/TRRP-13 Revised May2010 Laboratory Review Checklist: Reportable Data ONE LAB. NATIONWIDE. LRC page 3 of 5 Laboratory Name: ESC Lab Sciences LRC Date: 02/24/2016 07:39 Laboratory Job Number: L817496-01, 02, 03, 04, 05, 06, 07, 08, 09, 10, 11,12, 13,14,15, Project Name: Anna Grain 16,17,18,19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41 and 42 Prep Batch Number(s): WG849194, WG849311, WG849313, WG849310, WG849312, WG848881, WG849121, WG849736, WG849943, WG849421, WG849345, WG849536, Reviewer Name: Craig Cothron WG850192, WG849352, WG849431, WG849125, WG849883, WG850106, WG849167, WG849297, WG849840, WG850566, WG849353, WG850030, WG851011, WG849547 and WG850089 #' 1 A 1 Description I Yes I No I NA 1 NR" 1 ER#5 1. Items identified by the letter "R" must be included in the laboratory data package submitted in the TRRP-required report(s). Items identified by the letter "S" should be retained and made available upon request for the appropriate retention period. 2. O = organic analyses; I = inorganic analyses (and general chemistry, when applicable); 3. NA = Not applicable; 4. NR = Not reviewed; 5. ER# = Exception Report identification number (an Exception Report should be completed for an item if "NR" or "No" is checked). ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosclences - Colleyville, TX 16033 L817496 02/24/16 07:39 15 of 211 RG-366/TRRP-13 Revised May2010 Laboratory Review Checklist: Supporting Data ONE LAB. NATIONWIDE. LRC page 4 of 5 Laboratory Name: ESC Lab Sciences LRC Date: 02/24/2016 07:39 Project Name: Anna Grain Laboratory Job Number: L817496-01, 02, 03, 04, 05, 06, 07, 08, 09,10,11,12,13,14,15, 16,17,18,19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41 and 42 Reviewer Name: Craig Cothron Prep Batch Number(s): WG849194, WG849311, WG849313, WG849310, WG849312, WG848881, WG849121, WG849736, WG849943, WG849421, WG849345, WG849536, WG850192, WG849352, WG849431, WG849125, WG849883, WG850106, WG849167, WG849297, WG849840, WG850566, WG849353, WG850030, WG851011, WG849547 and WG850089 #' AZ Description Yes No NA3 NR° ER#s S1 OI Initial calibration (ICAL) Were response factors and/or relative response factors for each analyte within QC limits? X Were percent RSDs or correlation coefficient criteria met? X Was the number of standards recommended in the method used for all analytes? X Were all points generated between the lowest and highest standard used to calculate the curve? X Are ICAL data available for all instruments used? X Has the initial calibration curve been verified using an appropriate second source standard? X S2 OI Initial and continuing calibration verification (ICCV and CCV) and continuing calibration blank (CCB): Was the CCV analyzed at the method -required frequency? X Were percent differences for each analyte within the method -required QC limits? X Was the ICAL curve verified for each analyte? X Was the absolute value of the analyte concentration in the inorganic CCB < MDL? X S3 O Mass spectral tuning Was the appropriate compound for the method used for tuning? X Were ion abundance data within the method -required QC limits? X S4 O Internal standards (IS) Were IS area counts and retention times within the method -required QC limits? X S5 OI Raw data (NELAC Section 5.5.10) Were the raw data (for example, chromatograms, spectral data) reviewed by an analyst? X Were data associated with manual integrations flagged on the raw data? X S6 10 Dual column confirmation Did dual column confirmation results meet the method -required QC? X S7 O Tentatively identified compounds (TICs) If TICs were requested, were the mass spectra and TIC data subject to appropriate checks? X S8 I Interference Check Sample (ICS) results Were percent recoveries within method QC limits? X S9 I Serial dilutions, post digestion spikes, and method of standard additions Were percent differences, recoveries, and the linearity within the QC limits specified in the method? X 8 S10 101 Method detection limit (MDL) studies Was a MDL study performed for each reported analyte? X Is the MDL either adjusted or supported by the analysis of DCSs? X S11 OI Proficiency test reports Was the laboratory's performance acceptable on the applicable proficiency tests or evaluation studies? X S12 OI Standards documentation Are all standards used in the analyses NIST-traceable or obtained from other appropriate sources? X S13 101 Compound/analyte identification procedures Are the procedures for compound/analyte identification documented? X S14 OI Demonstration of analyst competency (DOC) Was DOC conducted consistent with NELAC Chapter 5? X Is documentation of the analyst's competency up-to-date and on file? X S15 101 Verification/validation documentation for methods (NELAC Chapter 5) Are all the methods used to generate the data documented, verified, and validated, where applicable? X S16 OI Laboratory standard operating procedures (SOPS) Are laboratory SOPS current and on file for each method performed X 1. Items identified by the letter "R" must be included in the laboratory data package submitted in the TRRP-required report(s). Items identified by the letter "S" should be retained and made available upon request for the appropriate retention period. 2. O = organic analyses; I = inorganic analyses (and general chemistry, when applicable); 3. NA = Not applicable; 4. NR = Not reviewed; 5. ER# = Exception Report identification number (an Exception Report should be completed for an item if "NR" or "No" is checked). ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 16 of 211 RG-366/TRRP-13 Revised May2010 Laboratory Review Checklist: Exception Reports ONE LAB. NATIONWIDE. LRC page 5 of 5 Laboratory Name: ESC Lab Sciences LRC Date: 02/24/2016 07:39 Laboratory Job Number: L817496-01, 02, 03, 04, 05, 06, 07, 08, 09, 10, 11,12, 13,14,15, Project Name: Anna Grain 16,17,18,19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41 and 42 Prep Batch Number(s): WG849194, WG849311, WG849313, WG849310, WG849312, WG848881, WG849121, WG849736, WG849943, WG849421, WG849345, WG849536, Reviewer Name: Craig Cothron WG850192, WG849352, WG849431, WG849125, WG849883, WG850106, WG849167, WG849297, WG849840, WG850566, WG849353, WG850030, WG851011, WG849547 and WG850089 ER #' Description 1 8260B WG849297 R3114643-1 and 2: The analyte concentration exceeds the upper limit of the calibration range of the instrument established by the initial calibration (ICAL). 2 8260B WG851011 4-Bromofluorobenzene L817496-19: Percent Recovery is outside of established control limits. 3 8260B WG849736 Chloroethane, 2-Chloroethyl vinyl ether: Percent Recovery is outside of established control limits. 8260B WG849297 Acrolein, Dichlorodifluoromethane: Percent Recovery is outside of established control limits. 8141 WG849536 TEPP: Relative Percent Difference is outside of established control limits. 8260B WG849943 Acetone, Acrylonitrile, 1,2-Dibromo-3-Chloropropane, 2-Butanone (MEK), 4-Methyl-2-pentanone 4 (MIBK), Naphthalene, 1,2,3-Trichloropropane: Relative Percent Difference is outside of established control limits. 8081 WG849547 Aldrin, Alpha BHC, Beta BHC, Delta BHC, Gamma BHC, 4,4-DDD, 4,4-DDE, Dieldrin, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin aldehyde, Endrin ketone, Heptachlor, Heptachlor epoxide, Hexachlorobenzene: Relative Percent Difference is outside of established control limits. 8151 WG850089 Dalapon: Percent Recovery is outside of established control limits. 8260B WG849943 2-Chloroethyl vinyl ether: Percent Recovery is outside of established control limits. 8260B WG850566 Benzene, Bromobenzene, Bromodichloromethane, tert-Butylbenzene, Carbon tetrachloride, Chlorobenzene, Chlorodibromomethane, Chloroform, 1,2-Dibromo-3-Chloropropane, 1,2-Dibromoethane, Dibromomethane, 1,1-Dichloroethane, 1,2-Dichloroethane, cis-1,2-Dichloroethene, trans-1,2-Dichloroethene, 1,2-Dichloropropane, 1,1-Dichloropropene, 1,3-Dichloropropane, cis-1,3-Dichloropropene, 2,2-Dichloropropane, Di -isopropyl ether, Ethylbenzene, Isopropyl benzene, Methylene Chloride, Methyl tert-butyl ether, 5 1,1,1,2-Tetrachloroethane, 1,1,2,2-Tetrachloroethane, Tetrachloroethene, Toluene, 1,1,1-Trichloroethane, 1,1,2-Trichloroethane, Trichloroethene, 1,2,3-Trimethyl benzene, 1,3,5-Trimethyl benzene, Xylenes, Total: Percent Recovery is outside of established control limits. 8260B WG851011 Acetone: Percent Recovery is outside of established control limits. 6010B WG849421 Chromium: Percent Recovery is outside of established control limits. 6010B WG850030 Lead: Percent Recovery is outside of established control limits. 8260B WG849297 Acrolein, 2-Chloroethyl vinyl ether, 1,1-Dichloroethene: Percent Recovery is outside of established control limits. 8260B WG850566 Acetone, Acrylonitrile, Benzene, Bromobenzene, Bromodichloromethane, Bromoform, Bromomethane, n-Butylbenzene, sec -Butyl benzene, tert-Butyl benzene, Carbon tetrachloride, Chlorobenzene, Chlorodibromomethane, Chloroethane, 2-Chloroethyl vinyl ether, Chloroform, Chloromethane, 2-Chlorotoluene, 4-Chlorotoluene, 1,2-Dibromo-3-Chloropropane, 1,2-Dibromoethane, Dibromomethane, 1,2-Dichlorobenzene, 1,3-Dichlorobenzene, 1,4-Dichlorobenzene, Dichlorodifluoromethane, 1,1-Dichloroethane, 1,2-Dichloroethane, 1,1-Dichloroethene, cis-1,2-Dichloroethene, trans-1,2-Dichloroethene, 1,2-Dichloropropane, 1,1-Dichloropropene, 1,3-Dichloropropane, cis-1,3-Dichloropropene, trans-1,3-Dichloropropene, 2,2-Dichloropropane, Di -isopropyl ether, Ethylbenzene, Hexachloro-1,3-butadiene, Isopropyl benzene, p-Isopropyltoluene, 2-Butanone (MEK), Methylene Chloride, 4-Methyl-2-pentanone (MIBK), Methyl tert-butyl ether, Naphthalene, n-Propylbenzene, Styrene, 1,1,1,2-Tetrachloroethane, 6 1,1,2,2-Tetrachloroethane, Tetrachloroethene, Toluene, 1,1,2-Trichlorotrifluoroethane, 1,2,3-Trichlorobenzene, 1,2,4-Trichlorobenzene, 1,1,1-Trichloroethane, 1,1,2-Trichloroethane, Trichloroethene, Trichlorofluoromethane, 1,2,3-Trichloropropane, 1,2,3-Trimethyl benzene, 1,2,4-Trimethyl benzene, 1,3,5-Trimethyl benzene, Vinyl chloride, Xylenes, Total: Relative Percent Difference is outside of established control limits. 8081 WG849547 Aldrin, Alpha BHC, Delta BHC, Gamma BHC, 4,4-DDD, 4,4-DDE, 4,4-DDT, Dieldrin, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin aldehyde, Endrin ketone, Heptachlor, Heptachlor epoxide, Hexachlorobenzene: Relative Percent Difference is outside of established control limits. 6010B WG849421 Chromium: Relative Percent Difference is outside of established control limits. 8260B WG849297 2-Chloroethyl vinyl ether, 1,1-Dichloroethene: Relative Percent Difference is outside of established control limits. 7 9056A WG849194 Nitrate -Nitrite: Relative Percent Difference is outside of established control limits. 8 6010B WG849431 Barium, Chromium: Post Spike Percent Recovery and/or Serial Dilution Relative Percent Difference was outside of established control limits. 1. Items identified by the letter "R" must be included in the laboratory data package submitted in the TRRP-required report(s). Items identified by the letter "S" should be retained and made available upon request for the appropriate retention period. 2. O = organic analyses; I = inorganic analyses (and general chemistry, when applicable); 3. NA = Not applicable; 4. NR = Not reviewed; 5. ER# = Exception Report identification number (an Exception Report should be completed for an item if "NR" or "No" is checked). ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosclences - Colleyville, TX 16033 L817496 02/24/16 07:39 17 of 211 ONE LAB. NATIONWIDE. B-1 2-3FT SAMPLE RESULTS - 01 Collected date/time: 02/10/16 10:10 L817496 Total Solids by Method 2540 G-2011 Result Qualifier Dilution Analysis Analyte % date / time Total Solids 87.2 1 02/15/201610:12 Volatile Organic Compounds (GC/MS) by Method 8260B Batch WG849310 Result (dry) Qualifier SDL (dry) Unadj. MQL (dry) MQL (dry) Dilution Analysis Batch Analyte mg/kg mg/kg mg/kg mg/kg date/time Acetone 0.0554 J 0.0115 1.00 1.15 1 02/17/201612:51 WG849352 Acrylonitrile U 0.00205 0.0100 0.0115 1 02/17/201612:51 WG849352 Benzene U 0.000310 0.00100 0.00115 1 02/17/201612:51 WG849352 Bromobenzene U 0.000326 0.00100 0.00115 1 02/17/201612:51 WG849352 Bromodichloromethane U 0.000291 0.00125 0.00143 1 02/17/201612:51 WG849352 Bromoform U 0.000486 0.00100 0.00115 1 02/17/201612:51 WG849352 Bromomethane U 0.00154 0.00500 0.00573 1 02/17/201612:51 WG849352 n-Butylbenzene U 0.000296 0.00100 0.00115 1 02/17/201612:51 WG849352 sec-Butylbenzene U 0.000231 0.00100 0.00115 1 02/17/201612:51 WG849352 tert-Butylbenzene U 0.000236 0.00100 0.00115 1 02/17/201612:51 WG849352 Carbon tetrachloride U 0.000376 0.00100 0.00115 1 02/17/201612:51 WG849352 Chlorobenzene U 0.000243 0.00100 0.00115 1 02/17/201612:51 WG849352 Chlorodibromomethane U 0.000428 0.00100 0.00115 1 02/17/201612:51 WG849352 Chloroethane U 0.00108 0.00500 0.00573 1 02/17/201612:51 WG849352 2-Chloroethyl vinyl ether U 0.00268 0.0500 0.0573 1 02/17/201612:51 WG849352 Chloroform U 0.000263 0.00500 0.00573 1 02/17/201612:51 WG849352 Chloromethane U 0.000430 0.00250 0.00287 1 02/17/201612:51 WG849352 2-Chlorotoluene U 0.000345 0.00100 0.00115 1 02/17/201612:51 WG849352 4-Chlorotoluene U 0.000275 0.00100 0.00115 1 02/17/201612:51 WG849352 1,2-Dibromo-3-Chloropropane U 0.00120 0.00500 0.00573 1 02/17/201612:51 WG849352 1,2-Dibromoethane U 0.000393 0.00100 0.00115 1 02/17/201612:51 WG849352 Dibromomethane U 0.000438 0.00100 0.00115 1 02/17/201612:51 WG849352 1,2-Dichlorobe nzene U 0.000350 0.00100 0.00115 1 02/17/201612:51 WG849352 1,3-Dichlorobenzene U 0.000274 0.00100 0.00115 1 02/17/201612:51 WG849352 1,4-Dichlorobenzene U 0.000259 0.00100 0.00115 1 02/17/201612:51 WG849352 Dichlorodifluoromethane U 0.000818 0.00500 0.00573 1 02/17/201612:51 WG849352 1,1-Dichloroethane U 0.000228 0.00100 0.00115 1 02/17/201612:51 WG849352 1,2-Dichloroethane U 0.000304 0.00100 0.00115 1 02/17/201612:51 WG849352 1,1-Dichloroethene U 0.000348 0.00100 0.00115 1 02/17/201612:51 WG849352 cis-1,2-Dichloroethene U 0.000270 0.00100 0.00115 1 02/17/201612:51 WG849352 trans-1,2-Dichloroethene U 0.000303 0.00100 0.00115 1 02/17/201612:51 WG849352 1,2-Dichloropropane U 0.000411 0.00100 0.00115 1 02/17/201612:51 WG849352 1,1-Dichloropropene U 0.000364 0.00100 0.00115 1 02/17/201612:51 WG849352 1,3-Dichloropropane U 0.000237 0.00100 0.00115 1 02/17/201612:51 WG849352 cis-1,3-Dichloropropene U 0.000300 0.00100 0.00115 1 02/17/201612:51 WG849352 trans-1,3-Dichloropropene U 0.000306 0.00100 0.00115 1 02/17/201612:51 WG849352 2,2-Dichloropropane U 0.000320 0.00100 0.00115 1 02/17/201612:51 WG849352 Di -isopropyl ether U 0.000284 0.00100 0.00115 1 02/17/201612:51 WG849352 Ethylbenzene U 0.000341 0.00100 0.00115 1 02/17/201612:51 WG849352 Hexachloro-1,3-butadiene U 0.000392 0.00100 0.00115 1 02/17/201612:51 WG849352 Isopropylbenzene U 0.000279 0.00100 0.00115 1 02/17/201612:51 WG849352 p-Isopropyltoluene U 0.000234 0.00100 0.00115 1 02/17/201612:51 WG849352 2-Butanone (MEK) 0.0179 0.00537 0.0100 0.0115 1 02/17/201612:51 WG849352 Methylene Chloride U 0.00115 0.00500 0.00573 1 02/17/201612:51 WG849352 4-Methyl-2-pentanone (MIBK) U 0.00216 0.0100 0.0115 1 02/17/201612:51 WG849352 Methyl tert-butyl ether U 0.000243 0.00100 0.00115 1 02/17/201612:51 WG849352 Naphthalene U 0.00115 0.00500 0.00573 1 02/17/201612:51 WG849352 n-Propylbenzene U 0.000236 0.00100 0.00115 1 02/17/201612:51 WG849352 Styrene U 0.000268 0.00100 0.00115 1 02/17/201612:51 WG849352 1,1,1,2-Tetrachloroethane U 0.000303 0.00100 0.00115 1 02/17/201612:51 WG849352 FP1 FTC FSS FTr Rc F FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 18 of 211 ONE LAB. NATIONWIDE. B-1 2-3FT SAMPLE RESULTS - 01 Collected date/time: 02/10/16 10:10 L817496 Volatile Organic Compounds (GC/MS) by Method 8260B Result (dry) Qualifier SDL (dry) Unadj. MOIL MQL (dry) (dry) Analyte mg/kg mg/kg mg/kg mg/kg 1,1,2,2-Tetrachloroethane U 0.000419 0.00100 1,1,2-TrichIorotrifluoroethane U 0.000419 0.00100 Tetrachloroethene U 0.000317 0.00100 Toluene U 0.000498 0.00500 1,2,3-Trichlorobenzene U 0.000351 0.00100 1,2,4-Trichlorobenzene U 0.000445 0.00100 1,1,1-Trichloroethane U 0.000328 0.00100 1,1,2-Trichloroethane U 0.000318 0.00100 Trichloroethene U 0.000320 0.00100 TrichIorofluoromethane U 0.000438 0.00500 1,2,3-TrichIoropropane U 0.000850 0.00250 1,2,4-Trimethylbenzene 0.000244 J 0.000242 0.00100 1,2,3-Trimethyl benzene U 0.000329 0.00100 1,3,5-Trimethyl benzene U 0.000305 0.00100 Vinyl chloride U 0.000334 0.00100 Xylenes, Total U 0.000801 0.00300 (S) Toluene-d8 102 (S) Dibromofluoromethane 107 (S) 4-Bromofluorobenzene 95.7 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Analyte Result (dry) Qualifier SDL (dry) mg/kg mg/kg TPH C6 - C12 U 17.2 TPH C12 - C28 188 17.2 TPH C28 - C35 335 17.2 TPH C6 - C35 522 17.2 (S) o-Terphenyl 101 0.00115 0.00115 0.00115 0.00573 0.00115 0.00115 0.00115 0.00115 0.00115 0.00573 0.00287 0.00115 0.00115 0.00115 0.00115 0.00344 88.7--115 76.3-123 69.7-129 Unadj. MOIL MQL (dry) (dry) mg/kg mg/kg 50.0 57.3 50.0 57.3 50.0 57.3 50.0 57.3 70.0-130 Dilution Analysis date / time 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 1 02/17/201612:51 021171201612:51 021171201612:51 021171201612:51 Batch WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 WG849352 Dilution Analysis Batch date / time 1 02/18/201610:01 WG849883 1 02/18/201610:01 WG849883 1 02/18/201610:01 WG849883 1 02/18/201610:01 WG849883 0211812016 10:01 WG849883 FP1 FTC FSS FTr Rc F FAI FSC ACCOUNT: PROJECT: SDG: Modern Geosciences - Colleyville, TX 16033 L817496 DATE/TIME: PAGE: 02/24/16 07:39 19 of 211 MW-2 0-1FT Collected date/time: 02/10/16 11:04 Total Solids by Method 2540 G-2011 SAMPLE RESULTS - 02 L817496 Result Qualifier Dilution Analysis Batch Analyte % date / time Total Solids 70.3 1 02/15/201610:12 WG849310 Wet Chemistry by Method 9045D Result Qualifier Dilution Analysis Batch Analyte su date / time pH 9.21 1 02/13/201612:26 WG849167 Sample Narrative: 9045D L817496-02 WG849167: 9.21 at 21.3c Mercury by Method 7471A ONE LAB. NATIONWIDE. CP FTC FSS FTr N Rc Result (dry) Qualifier SDL (dry) ldryd MOILj. MQMQL (dry) Dilution Analysis Batch 7 GI Analyte mg/kg mg/kg mg/kg mg/kg date/time Mercury 0.0170 J 0.00398 0.0200 0.0284 1 02/17/2016 09:50 WG849121 rAl Metals (ICP) by Method 6010B 9 S 71 Analyte Arsenic Barium Cadmium Chromium Lead Selenium Silver Result (dry) Qualifier SDL (dry) (dry) Unadj. MOIL MQL (dry) Dilution Analysis Batch mg/kg mg/kg mg/kg mg/kg date/time 12.6 0.924 2.00 2.84 1 02/18/2016 00:53 WG849431 252 0.242 0.500 0.711 1 02/18/2016 00:53 WG849431 0.294 J 0.0996 0.500 0.711 1 02/18/2016 00:53 WG849431 32.0 0.199 1.00 1.42 1 02/18/2016 00:53 WG849431 36.3 0.270 0.500 0.711 1 02/18/2016 00:53 WG849431 1.35 J 1.05 2.00 2.84 1 02/18/2016 00:53 WG849431 U 0.398 1.00 1.42 1 02/18/2016 00:53 WG849431 ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 20 of 211 MW-2 17-18FT SAMPLE RESULTS - 03 ONE LAB. NATIONWIDE. Collected date/time: 02/10/16 11:08 L817496 Total Solids by Method 2540 G-2011 Result Qualifier Dilution Analysis Analyte % date / time Total Solids 85.9 1 02/15/201610:12 Volatile Organic Compounds (GC/MS) by Method 8260B Batch WG849310 Result (dry) Qualifier SDL (dry) Unadj. MOIL (dry) MQL (dry) Dilution Analysis Batch Analyte mg/kg mg/kg mg/kg mg/kg date/time Acetone U 0.0116 1.00 1.16 1 02/17/201613:10 WG849352 Acrylonitrile U 0.00208 0.0100 0.0116 1 02/17/201613:10 WG849352 Benzene U 0.000314 0.00100 0.00116 1 02/17/201613:10 WG849352 Bromobenzene U 0.000331 0.00100 0.00116 1 02/17/201613:10 WG849352 Bromodichloromethane U 0.000296 0.00125 0.00146 1 02/17/201613:10 WG849352 Bromoform U 0.000494 0.00100 0.00116 1 02/17/201613:10 WG849352 Bromomethane U 0.00156 0.00500 0.00582 1 02/17/201613:10 WG849352 n-Butylbenzene U 0.000300 0.00100 0.00116 1 02/17/201613:10 WG849352 sec-Butylbenzene U 0.000234 0.00100 0.00116 1 02/17/201613:10 WG849352 tert-Butylbenzene U 0.000240 0.00100 0.00116 1 02/17/201613:10 WG849352 Carbon tetrachloride U 0.000382 0.00100 0.00116 1 02/17/201613:10 WG849352 Chlorobenzene U 0.000247 0.00100 0.00116 1 02/17/201613:10 WG849352 Chlorodibromomethane U 0.000434 0.00100 0.00116 1 02/17/201613:10 WG849352 Chloroethane U 0.00110 0.00500 0.00582 1 02/17/201613:10 WG849352 2-Chloroethyl vinyl ether U 0.00272 0.0500 0.0582 1 02/17/201613:10 WG849352 Chloroform U 0.000267 0.00500 0.00582 1 02/17/201613:10 WG849352 Chloromethane U 0.000437 0.00250 0.00291 1 02/17/201613:10 WG849352 2-Chlorotoluene U 0.000350 0.00100 0.00116 1 02/17/201613:10 WG849352 4-Chlorotoluene U 0.000279 0.00100 0.00116 1 02/17/201613:10 WG849352 1,2-Dibromo-3-Chloropropane U 0.00122 0.00500 0.00582 1 02/17/201613:10 WG849352 1,2-Dibromoethane U 0.000399 0.00100 0.00116 1 02/17/201613:10 WG849352 Dibromomethane U 0.000445 0.00100 0.00116 1 02/17/201613:10 WG849352 1,2-Dichlorobe nzene U 0.000355 0.00100 0.00116 1 02/17/201613:10 WG849352 1,3-Dichlorobenzene U 0.000278 0.00100 0.00116 1 02/17/201613:10 WG849352 1,4-Dichlorobenzene U 0.000263 0.00100 0.00116 1 02/17/201613:10 WG849352 Dichlorodifluoromethane U 0.000830 0.00500 0.00582 1 02/17/201613:10 WG849352 1,1-Dichloroethane U 0.000232 0.00100 0.00116 1 02/17/201613:10 WG849352 1,2-Dichloroethane U 0.000309 0.00100 0.00116 1 02/17/201613:10 WG849352 1,1-Dichloroethene U 0.000353 0.00100 0.00116 1 02/17/201613:10 WG849352 cis-1,2-Dichloroethene U 0.000274 0.00100 0.00116 1 02/17/201613:10 WG849352 trans-1,2-Dichloroethene U 0.000307 0.00100 0.00116 1 02/17/201613:10 WG849352 1,2-Dichloropropane U 0.000417 0.00100 0.00116 1 02/17/201613:10 WG849352 1,1-Dichloropropene U 0.000369 0.00100 0.00116 1 02/17/201613:10 WG849352 1,3-Dichloropropane U 0.000241 0.00100 0.00116 1 02/17/201613:10 WG849352 cis-1,3-Dichloropropene U 0.000305 0.00100 0.00116 1 02/17/201613:10 WG849352 trans-1,3-Dichloropropene U 0.000311 0.00100 0.00116 1 02/17/201613:10 WG849352 2,2-Dichloropropane U 0.000325 0.00100 0.00116 1 02/17/201613:10 WG849352 Di -isopropyl ether U 0.000289 0.00100 0.00116 1 02/17/201613:10 WG849352 Ethylbenzene U 0.000346 0.00100 0.00116 1 02/17/201613:10 WG849352 Hexachloro-1,3-butadiene U 0.000398 0.00100 0.00116 1 02/17/201613:10 WG849352 Isopropylbenzene U 0.000283 0.00100 0.00116 1 02/17/201613:10 WG849352 p-Isopropyltoluene U 0.000238 0.00100 0.00116 1 02/17/201613:10 WG849352 2-Butanone (MEK) U 0.00545 0.0100 0.0116 1 02/17/201613:10 WG849352 Methylene Chloride U 0.00116 0.00500 0.00582 1 02/17/201613:10 WG849352 4-Methyl-2-pentanone (MIBK) U 0.00219 0.0100 0.0116 1 02/17/201613:10 WG849352 Methyl tert-butyl ether U 0.000247 0.00100 0.00116 1 02/17/201613:10 WG849352 Naphthalene U 0.00116 0.00500 0.00582 1 02/17/201613:10 WG849352 n-Propylbenzene U 0.000240 0.00100 0.00116 1 02/17/201613:10 WG849352 Styrene U 0.000272 0.00100 0.00116 1 02/17/201613:10 WG849352 1,1,1,2-Tetrachloroethane U 0.000307 0.00100 0.00116 1 02/17/201613:10 WG849352 FP1 FTC FSS FTr Rc F FAI FSC ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE: Modern Geosciences - Colleyville, TX 16033 L817496 02/24/16 07:39 21 of 211 ONE LAB. NATIONWIDE. MW-2 17-18FT SAMPLE RESULTS - 03 Collected date/time: 02/10/16 11:08 L817496 Volatile Organic Compounds (GC/MS) by Method 8260B Result (dry) Qualifier SDL (dry) Unadj. MOIL MQL (dry) (dry) Analyte mg/kg mg/kg mg/kg mg/kg 1,1,2,2-Tetrachloroethane U 0.000425 0.00100 0.00116 1,1,2-TrichIorotrifluoroethane U 0.000425 0.00100 0.00116 Tetrachloroethene U 0.000321 0.00100 0.00116 Toluene U 0.000505 0.00500 0.00582 1,2,3-Trichlorobenzene U 0.000356 0.00100 0.00116 1,2,4-Trichlorobenzene U 0.000452 0.00100 0.00116 1,1,1-Trichloroethane U 0.000333 0.00100 0.00116 1,1,2-Trichloroethane U 0.000323 0.00100 0.00116 Trichloroethene U 0.000325 0.00100 0.00116 Tri c h I o rofl u o ro m eth a n e U 0.000445 0.00500 0.00582 1,2,3-TrichIoropropane U 0.000863 0.00250 0.00291 1,2,4-Trimethylbenzene U 0.000246 0.00100 0.00116 1,2,3-Trimethyl benzene U 0.000334 0.00100 0.00116 1,3,5-Trimethyl benzene U 0.000310 0.00100 0.00116 Vinyl chloride U 0.000339 0.00100 0.00116 Xylenes, Total U 0.000813 0.00300 0.00349 (S) Toluene-d8 104 88.7-115 (S) Dibromofluoromethane 106 76.3-123 (S) 4-Bromofluorobenzene 102 69.7-129 Semi -Volatile Organic Compounds (GC) by Method TX 1005 Dilution Analysis date / time 1 02/17/201613:10 1 02/17/201613: