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2014-05-25 Workshop & Regular Meeting
Y{OUR} TiOMETOWN CITY OF ANNA AGENDA NOTICE -CITY COUNCIL WORKSHOP February 25, 2014 6:30 p.m. —Anna City Hall Administration Building The City Council of the City of Anna will meet in Workshop Session at 6:30 p.m., February 25, 2014, at the Anna City Hall Administration Building, located at I I I N. Powell Parkway (Hwy 5), regarding the following items: 1. Call to Order. 2. Roll Call and Establishment of Quorum. 3. Discussion/Briefing regarding space needs assessment for City Facilities. (Clayton Fulton) 4. Briefing by the Police Department on applying for a Justice Assistance Grant to add a police officer to handle Crime PreventionNictim's Assistance. (Chief Jenks) 5. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code, 551.071); b. discuss or deliberate Economic Development Negotiations: (1) To discuss or deliberate regarding commercial or financial information that the City has received from a business prospect that the City seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). Tex. l .The Council may vote and/or act upon each of the items listed in this agenda. 2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is considered necessary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924- 3325 two working days prior to the meeting so that appropriate arrangements can be made. 02-2544 CC Workshop Meeting Agenda.doc 1 Posted 02-21-14 Gov't Code 2551.087 ); proposed retail development; proposed residential and mixed use developments. c. discuss or deliberate personnel matters: City Secretary Update; positions in Public Works Department including Parks Superintendent and Administration Assistant. (Tex. Gov't Code 55� 1.074). The council fiuther reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. 6. Consider/Discuss/Action on any items listed on posted agenda for February 25, 2014 City of Anna City Council Regular Meeting or any Closed Session occurring during this Workshop, as necessary. 7. Adjourn. This is to certify that I, Natha Wilkison, City Secretary, posted this agenda at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 5:00 p.m., February 21, 2014. Natha Wilkison, City Secretary 1. The Council may vote and/or act upon each ofthe items listed in this agenda. 2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is considered necessary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924- 3325 two working days prior to the meeting so that appropriate arrangements can be made. 02-25-14 CC Workshop Meeting Agenda.doc 2 Posted 02-21-14 y{OUR} gOMETOWN Item No. 3 WS City Secretary's use only City of Anna City Council Agenda Staff Report Council Meeting: February 25, 2014 Staff Contact: Clayton Fulton Account Code #: N/A Date Prepared: 1/14/14 Budgeted Amount: N/A Exhibits: ❑Yes Q No AGENDA SUBJECT: Discussion regarding space needs assessment for City Facilities SUMMARY: During the FY 14 budget preparations, staff discussed the need for a consultant to review our current needs for space determine what you future space and facility needs will be at certain population points. Melissa Vokey from BV architects will present the results of her study during the workshop session. Ms. Vokey will illustrate the potential size and costs of city facilities to meet the needs for each department based upon staffing levels at 15,000, 25,000 and 50,000 in population. Preliminary planning budgets have also been established as well as land needs based upon various configurations and designs. RECOMMENDATION: None CITY OF ANNA, TEXAS Council Meeting: February 25, 2014 Account Code #:_ Budgeted Amount: Item No. 4 W S City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Chief Jenlcs Exhibits: ❑Yes � No AGENDA SUBJECT: Briefing by the Police Department on applying for a Justice Assistance Grant to add a police officer to handle Crime Prevention/Victim's Assistance SUMMARY: The Police Department has been notified that there are Justice Assistance Grant funds available, and Staff has analyzed the types of grants that are available, taking into consideration that the Police Department will need to grow in the near future. We are considering a grant request that would fund a sworn police officer position that will deal with Assistance to Victims and expand our current Crime Prevention programs. Sgt. Caponera, our grant coordinator, will brief the Council on the details of a possible grant proposal. Before we submit an application, we want to make the Council is aware of the grant details, including any continuing financial obligations the City would have after the grant funds expire. The Deadline for submitting a grant application is February 28. i Y{OUR} HOMETOWN CITY OF ANNA AGENDA NOTICE —CITY COUNCIL REGULAR MEETING February 259 2014 7:30 p.m. —Anna City Hall Administration Building The City Council of the City of Anna will meet in Regular Session at 7:30 p.m., February 25, 2014, at the Anna City Hall Administration Building, located at I I I North Powell Parkway (Hwy 5), to consider the following items. Welcome to the City Council Meeting. Please sign the Sign -In -Sheet as a record of attendance. If you ivish to speak on an open -session agenda item please fill out the Opinion/Speaker Registration Form and turn it in to the Cite Secretary before the meeting starts. 1. Call to Order. 2. Invocation and Pledge of Allegiance. 3. Citizen comments. Citizens are allowed 3 minutes to speak. The Council is unable to respond to or discuss any issues that are brought up during this section that are not on the agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. 4. Receive reports from Staff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condolence; information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen (but not including a change in status of a person's public office or public employment); a reminder about an upcoming event organized or sponsored by the governing body; information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or an official or employee of the municipality; and announcements involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. 1. The Council may vote and/or act upon each of the items listed in this agenda. 2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is considered necessary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924- 3325 two working days prior to the meeting so that appropriate arrangements can be made. 02-25-14 CC Regular Meeting Agenda.doc 1 Posted 02-21-14 5. Consent Items. These items consist of non -controversial or "housekeeping" items required by law. Items may be considered individually by any Council member making such request prior to a motion and vote on the Consent Items. a. Approve City Council Minutes for February 11, 2014 Regular Meeting. b. Receive the Annual Report on the Police Department Seizure Account. (Chief Jenks) 6. (a) Public Hearing: To hear public comments on proposed amendments to the Comprehensive Plan concerning the 2014 Water Distribution System Master Plan and the 2014 Wastewater Collection System Plan elements. (Maurice Schwanke) (b) Consider/Discuss/Action adopting an ordinance of the City of Anna on proposed amendments to the regarding the 2014 Water Distribution System Master Plan and the 2014 Wastewater Collection System Master Plan elements. (Maurice Schwanke) 7. (a) Public Hearing: City Council to hear public comment on proposed 2014 amendments to the Land Use Assumptions, Capital Improvement Plan and Amendments to the Water and Wastewater Impact Fees and presentation by staff regarding same. (Maurice Schwanke) (b) Consider/Discuss/Action on a Resolution adopting amendments to the Land Use Assumptions, Capital Improvement Plan and Amendments to the Water and Wastewater Impact Fees. (Maurice Schwanke) 8. (a) Public Hearing: City Council to hear public comment on Land Use Assumptions and Capital Improvements Plan for proposed adoption of Roadway Impact Fees and presentation by staff regarding same. (Maurice Schwanke) (b) Consider/Discuss/Action on a resolution adopting Land Use Assumptions and Capital Improvement Plan for proposed adoption %J Roadway Impact Fees. (Maurice Schwanke) 9. Consider/Discuss/Action on a resolution setting the date and time for a public hearing on the adoption of proposed Roadway Impact Fees. (Maurice Schwanke) l .The Council may vote and/or act upon each of the items listed in this agenda. 2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is considered necessary and legallyjustified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924- 3325 two working days prior to the meeting so that appropriate arrangements can be made. 02-25-14 CC Regular Meeting Agenda.doc 2 Posted 02-21-14 10. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code, 551.071); b. discuss or deliberate Economic Development Negotiations: (1) To discuss or deliberate regarding commercial or financial information that the City has received from a business prospect that the City seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). Tex. Gov't Code 551.087); proposed retail development; proposed residential and mixed use developments, c. discuss or deliberate personnel matters: City Secretary Update; positions in Public Works Department including Parks Superintendent and Administrative Assistant. (Tex. Gov't Code &551.074). The council further reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. 11. Consider/Discuss/Action on any items listed on posted agenda for February 255 2014 Workshop Session or any closed session occurring during this Regular Meeting, as necessary. 12. Adjourn. This is to certify that I, Natha Willcison, City Secretary, posted this agenda at a place readily accessible to the public at the Am1a City Hall and on the City Hall bulletin board at or before 5:00 p.m. February 21, 2014. Natha Willcison, City Secretary 1. The Council may vote and/or act upon each of the items listed in this agenda. 2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is considered necessary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924- 3325 two working days prior to the meeting so that appropriate arrangements can be made. 02-25-14 CC Regular Meeting Agenda.doc 3 Posted 02-21-14 j Council Meeting: February 25I 2014 Account Code #: N/A Budgeted Amount: N/A AGENDA SUBJECT SUMMARY: RECOMMENDATION: Call to order. Item No. 1 City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Philip Sanders Date Prepared: 2-20-14 Exhibits: ❑Yes ❑ No i Y{OUR} HOMETOWN Council Meeting: February 25.2014 Account Code #: N/A Item No. 2 City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Philip Sanders Date Prepared: 2-20-14 Budgeted Amount: N/A Exhibits: ❑Yes AGENDA SUBJECT: Invocation and Pledge of Allegiance. SUMMARY: RECOMMENDATION: ❑ No HOMETOWN Council Meeting: February 25, 2014 Account Code #: N/A Budgeted Amount: N/A Item No. 3 City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Philip Sanders Date Prepared: 2-20-14 Exhibits: ❑Yes ❑ No AGENDA SUBJECT: Citizen Comments. Citizens are allo�a�ed 3 minutes to speak. The Council is unable to respond to or discuss any issues that are brought up during this section that are not on the agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. SUMMARY: RECOMMENDATION: HOMETOWN Council Meeting: February 25, 2014 Account Code #: N/A Budgeted Amount: N/A Item No. 4 City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Philip Sanders Date Prepared: 2-20-14 Exhibits: ❑Yes ❑ No AGENDA SUBJECT: Receive reports from Staff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condolence; information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen (but not including a change in status of a person's public office or public employment); a eminder about an upcoming event organized or sponsored by the governing body; information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or an official or employee of the municipality; and announcements involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. HOMETOWN Council Meeting: February 25, 2014 Account Code #: N/A Budgeted Amount: N/A Item No. 5 (a - b) City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Philip Sanders Date Prepared: 2-20-14 Exhibits: ❑Yes ❑ No AGENDA SUBJECT: Consent Items. These items consist of non -controversial or• 'housekeeping" items required by law. Items may be considered individually by any Council member making such request prior to a motion and vote on the Consent Items. a. Approve City Council Minutes for February 11, 2014 Regular Meeting. b. Receive the Annual Report on the Police Department Seizure Account. (Chief Jenks) RECOMMENDATION: Staff recommends approval of the consent items. MINUTES OF CITY OF ANNA AGENDA NOTICE - CITY COUNCIL WORKSHOP February 119 2014 6:30 p.m. —Anna City Hall Administration Building The City Council of the City of Anna met in Workshop Session at 6:30 p.m., February 11, 2014, at the Anna City Hall Administration Building, located at III N. Powell Parkway (Hwy 5), regarding the following items: 1. Call to Order. Mayor Pro Tem John Hopewell called the meeting to order at 6:30 pm. 2. Roll Call and Establishment of Quorum. Mayor Pro Tem John Hopewell, Council Members James Coolc, Council Member Lauren Lovato, Council Member Chad Barnes and Council Member Dick Dowd were present. Mayor Mike Crist and Council Member Nathan Bryan were absent. Council Member Barnes made the motion to enter closed session at 6:32 pm. Council Member Dowd seconded the motion. Motion passes. AYE 5 NAY 0 ABSTAIN 0 3. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a, consult with legal counsel regarding pending or contemplated gation and/or "Al matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code 55� 1.071); b. discuss or deliberate Economic Development Negotiations: (1) To discuss or deliberate regarding commercial or financial information that the City has received from a business prospect that the City seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). (Tex. Gov't Code 551.087); proposed retail development; proposed residential and mixed use developments. 02-11-14 CC Workshop Meeting Minutes.doc 1 02-ll-14 The council further reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. Council Member Barnes made the motion to return to open session at 7:14 pm. Council Member Dowd seconded the motion. Motion passes. AYE 5 NAY 0 ABSTAIN 0 4. Consider/Discuss/Action on any items listed on posted agenda for February 11, 2014 City of Anna City Council Regular Meeting or any Closed Session occurring during this Workshop, as necessary. Council Member Barnes made the motion to take no action. Council Member Dowd seconded the motion. Motion passes. AYE 5 NAY 0 ABSTAIN 0 5. Adjourn. Council Member Barnes made the motion to adjourn at 7:15 pm. Council Member Dowd seconded the motion. Motion passes. AYE 5 ATTEST: Natha Wilkison, City Secretary 1 ABSTAIN APPROVED: 0 John Hopewell, Mayor Pro Tem 02-11-14 CC Workshop Meeting Minutes.doc 2 02-I 1-14 MINUTES OF CITY OF ANNA AGENDA NOTICE — CITY COUNCIL REGULAR MEETING February 11, 2014 7:30 p.m. — Anna City Hall Administration Building The City Council of the City of Anna met in Regular Session at 7.30 p.m., February 11, 2014, at the Anna City Hall Administration Building, located at 111 North Powell Parkway (Hwy 5), to consider the following items. Welcome to the City Council Meeting. Please sign the Sign-IrrSheet as a record of attendance. If you wish to speak on an open -session agenda item please fill out the Opinion/Speaker Registration Form and turn it in to the City Secretary before the meeting starts. 1. Call to Order. Mayor Pro Tem John Hopewell called the meeting to order at 7:30 pm. 2. Invocation and Pledge of Allegiance. Mayor Pro Tem John Hopewell gave the invocation. 3. Citizen comments. Citizens are allowed 3 minutes to speak. The Council is unable to respond to or discuss any issues that are brought rip during this section that are not on the agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. Mike Hendricks spoke on the annexation of his property. 4. Receive reports from Staff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condolence, information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen (but not including a change in status of a person's public office or public employment); a reminder about an upcoming event organized or sponsored by the governing body, information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or tm official or employee of the municipality; and announcements involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. None 02-11-14 CC Regular Meeting Mimrtes.doc 1 02-11-14 5. Consent Items. These items consist of non -controversial or "houselreeping" items required by law. Items may be considered individually by any Council member making such request prior to a motion and vote on the Consent Items. a. Approve City Council Minutes for January 28, 2014 Regular Meeting. b. Approve a Resolution approving a revised Subdivision Improvement Agreement with the Owners of an approximate 634 acre tract of land located in the Grandison Stark Survey, Abstract No. 798. c. Approve a Resolution regarding "Saffron Ranch "development plat. Council Member Coolc made the motion to approve. Council Member Dowd seconded the motion. Motion passes. AYE 5 NAY 0 ABSTAIN 0 6. Presentation of 2013 Anna Police Department Annual Report. (Chief Jenks) Police Chief, Kenny Jenks presented the report to council and answered questions. 7. Presentation of 2013 Anna Fire Department Annual Report. (Chief Gothard) Fire Chief Tim Gothard presented the report to council and answered questions. 8. Consider/Discuss/Action adopting an ordinance ordering a May 10, 2014 Joint General Election with Anna ISD and ordering a May 109 2014 General Election to Elect two City Council Members all for three-year terms. (City Council) City Manager, Philip Sanders presented the item to council and answered questions. Council Member Barnes made the motion to approve. Council Member Dowd seconded the motion. Motion passes. AYE 5 NAY 0 ABSTAIN 0 9. Consider/Discuss/Action adopting an Ordinance regarding annexation of the following tract: A tract of land in the D. E. W. Babb Survey, ABS A33 generally located east of County Road 418, north of the Collin County Outer Loop and adjacent to the city limits, containing 9.97 acres of land more or less. (Maurice Schwanke) 02-11-14 CC Regular Meeting Minutes.doc 2 02-11-14 Maurice Schwanke, Director of Planning and Development presented the item to council and answered questions. Council Member Cook made the motion to approve. Council Member Dowd seconded the motion. Motion passes. AYE 5 NAY 0 Council did not go into closed session at this time. 10. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter• 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code 551.071); b. discuss or deliberate Economic Development Negotiations: (1) To discuss or deliberate regarding commercial or financial information that the City has received from a business prospect that the City seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). (Tex. Gov't Code 55� 1.087); proposed retail development; proposed residential and mixed use developments. The council further reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. 11. Consider/Discuss/Action on any items listed on posted agenda for February 11, 2014 Workshop Session or any closed session occurring during this Regular Meeting, as necessary. Council Member Barnes made the motion to take no action. Council Member Lovato seconded the motion. Motion passes. AYE 5 NAY 0 ABSTAIN 0 12. Adjourn. Council Member Coolc made the motion to adjourn at 7:44 pm. Council Member Lovato seconded the motion. Motion passes. AYE 5 NAY 0 ABSTAIN 0 02-11-14 CC Regular Meeting Minutes.doc 3 02-11-14 ATTEST: APPROVED: Natha Wilkison, City Secretary John Hopewell, Mayor Pro Tern 02-11-14 CC Regular Meeting Minutes.doc 4 02-11-14 A GITY OF ANNA, TEKAS Council Heeling: February 25, 2014 Account.Code #: Budgeted ,Amount: Item No. City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Chief Jenks Exhibits: 0 Yes o No AGENDA �i7BJECT: Presentation of the Atrna Police Department 2013 Asset Forfeiture Report, SUMMARY: Each year,, the Police Department produces. a report. that reflects the previous year's asset forfeiture activities; as required: by Chapter 59, Texas Code of Criminal Procedure. Attached to this staff report is the 2013 annual Asset Forfeiture Report for the Anna Police Department STAFF REC4MMENDATI(�N: NiA_ CITY OF ANNA POLICE DEPARTMENT S. Powell Parkway a, TX 7540M776 "COMMUNITY City V+ JACI pV MV i epartment Asset Forfeiture Report 2013 Under Chapter 59; T'exas Code of Ciriininal Procedure, law enforcement can seize and file for the forfeiture of things of value that are gained or used in the commission of a felony. These accounts are often called "seizure" accounts. In cooperation with the Criminal District Attorneys Office, vehicles, cash, weapons, computers, and other real properties can be forfeited for use by law enforcement agencies. In the partnership, the DA's Office takes 206/o of the cash seized and 20% of the auction proceeds from a forfeited vehicle. The Collin County District Clerles Office also receives court costs from our funds if the forfeiture is in excess of $2,500. 2U13 Summa ofthe State Seizure account; Beginning.Balance $17,093.68 Expenditures: _ in March, $4,250 was transferred from the.'State, Seizure. Account to the United States Marshal's Service. The case involving drugs and weaponsthat were originally seized and filed for forfeiture under state law, were transferred t6:ths Federal law enforcement system. The money was transferred to the feds and then caine.backto our Federal Law Enforcement seizure account later in the year. In April, funds from the account were expended to both the District Clerk's Office ($349; $400) and the DA's Office ($1,819,04) for thei r'share of vehicles that were auctioned (auction reflected below in "Deposits"), In August, the City Council approved a budget amendment for expenditures from the account. A 2008 Nissan Pick -Up truck was purchased using funds from the seizure account ($15,500). The Department's administration is utilizing the vehicle. In September, two checks ($384.44; $200) were remitted to the Collin County DA. These funds were their share of three forfeitures. e ooits: In April, we canducted.an auction of previously forfeited vehicles. A 1996 Toyota Ga�nry, a 2003 Ford F35u and a 2006 Dodge Charger vuere auctioned. Our share ofthe auction proceeds, minus the auctioneer's fees, was $9,844.23 In October, $2,383.00 in cash Was deposited from a narcotics case. 101 S. Powell Parkway •Anna, TX 75409. 972.924.2848 •Fax 972.924.3162 ►1 Council Meeting: February 25,014 Account Code #: Budgeted Amount: Item No. Seerefory's use only IV ' 0 Anna, ty Council Agenda Staff Report staff Contact: Chief Jenks Exhibits: � Yes o No AGENDA SUBJECT: Preseniat%on of the Arena Polies Iepartment 2013 Asset Forfeiture Report. SUIV.IMARY;. Each year,. the Police Department produces, a report that reflects the previous year's asset forfeiture activities, as required by Chapter 59, Texas Code of Criminal Procedure. Attached to this staff report is the 2413 annual Asset Forfeiture Report for the Anna Police Department STAFF REC4MMENDATIUN; N/A 101 S. Powell Parkway Anna, TX 7540M776 R "COMMUNITY FIRST " Cityy MrJu a. police Department Asset Forfeiture Report 2013 l7nder Chapter 59, `I`exas Cade of Ciriininal Procedure, Iaw enforcement can seize and file for the Forfeiture of things of value that are gained or used in the commission of a felony. These accounts are often called "seizure" accounts, In cooperation with the Criminal District Attorneys office, vehicles, cash, weapons, computers, and other real properties can be forfeited for use by law enfo'rcetiient agencies. In the partnership, the DA's Office takes 20% of the cash seized and 20% of the auction proceeds from a forfeited vehicle. The Collin County.District Clerk's Office also receives court costs from our funds ifthe forfeiture is in excess of $2,500. 201.3.Summa +ofthe State Seizure B+eginnina Balance )expenditures• In March, $4,250 was transferred from �the`� Service. The case involving drugs and weap forfeiture under state law, were transferred money was transferred to the feds nA Bien: seizure account later in the year. 17 fate Seizure. Account to the United States Marshal's anatwnre originally seized and filed for to tteecleral law enforcement system. The Caine -back tb our Federal Law Enforcement In April, funds from the account were expe�►ded i~o both the District Clerk's gfCice ($349; $400) and the DA's Office ($1,819.04) for their share of vehicles thatwere auctioned {auction reflected below in "Deposits"). In August, the City Council approved a budget amendment for expenditures from the account. A 2008 Nissan Piclt-Up truclt was purchased using funds from the seizure account {$15,500). The Department's administration is utilizing the vehicle. In September, two checks ($384.44; $200) were remitted to the Collin County DA. These funds were their share of three forfeitures. De i s: In April, we conducted.az� auction of previously forfeited.vehicles, A 1996 Toyota Camry, a 2003 Ztord F3'50 and a 2(106 Dodge Charger were auctioned. Ourshare ofthe auction proceeds, minus the auctioneer's fees, was $9,844.23 In October, $2,383.00 iri cash vvas deposited from a narcotics case. Interest earned 2013: $67.19 Ending Balance: $ 6,485.ti1 101 S. Powell Parkway a Anna, TX 75409 a 972.924.2848 a Fax 972.924.3162 Independent Bank ,""``•. CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ----- NOW ACCOUNT SPECIAL 3090 Oraig Drive PO Box 3035 McKinney, TX 75070 972-562-3426 Main Office Accaunt Number 203001987 Previous Stmt Balance 17,093.68 Deposits/Credits .00 Checks/Debits .00 Service Charge .00 Interest Paid 6.54 Current Stmt Balance 17,100.22 Date 1/31/13 Page 1 of 1 Account Number 203001987 # Enclosures Number of Images 0 statement Dates 1/01/13 thru 1/31/13 Days in the Statement Period 31 Average Ledger 17,093� Average Collected 17,093 Interest Earned 6.54 Annual Percentage Yield Earned 0.45% 2013 Interest Paid 6.54 ............................................................................... Depasits and Other'Credits Date Description 1/31 INTEREST PAID 31 DAYS Daily Balance Summary Date Balance 1/01 17,093.68 �(av: ALRIO?107 Date Balance 1/31 17,100.22 Amount 6.54 NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION iKember FDIC FORM ND. VStO60L CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ----- NOW ACCOUNT SPECIAL 3090 Oraig Drive PO Box 3035 McKinney, TX 75070 972-562-3426 Main Office Accaunt Number 203001987 Previous Stmt Balance 17,093.68 Deposits/Credits .00 Checks/Debits .00 Service Charge .00 Interest Paid 6.54 Current Stmt Balance 17,100.22 Date 1/31/13 Page 1 of 1 Account Number 203001987 # Enclosures Number of Images 0 statement Dates 1/01/13 thru 1/31/13 Days in the Statement Period 31 Average Ledger 17,093� Average Collected 17,093 Interest Earned 6.54 Annual Percentage Yield Earned 0.45% 2013 Interest Paid 6.54 ............................................................................... Depasits and Other'Credits Date Description 1/31 INTEREST PAID 31 DAYS Daily Balance Summary Date Balance 1/01 17,093.68 �(av: ALRIO?107 Date Balance 1/31 17,100.22 Amount 6.54 NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION iKember FDIC FORM ND. VStO60L Independent Bank i CITY OF ANNA =A PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ---- 3090 Craig Drive PO Box 3035 McKinney, TX 75070 972-562-3426 Main Office NOW ACCOUNT SPECIAL Account Number 203001987 Previous Stmt Balance 17,100.22 Deposits/Credits too Checks/Debits woo Service Charge woo Interest Paid. 5090 Current Stmt Balance 17.1106.12 Deposits and Other Credits Date Description 2/28 INTEREST PAID 28 DAYS Daily Balance Summary Date Balance 2/01 17,100.22 Mal: ALRI 02�07 Date 2/28/13 Page 1 of 1 Account Number 203001987 # Enclosures Number of Images 0 Statement Dates 2/01/13 thru 2/28/13 Days in the Statement Period 28 Average Ledger 17,100- Average Collected 17,100 Interest Earned 5090 Annual Percentage Yield Earned 0.45% 2013 Interest Paid 12.44 Date Balance 2/28 17,106.12 Amount 5.90 NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION Member TDIC FORM �'O. VS•tO60L Independent Bank CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ACCOUNTS ---- NOW ACCOUNT SPECIAL Account Number Previous Stmt Balance Deposits/Credits 1 Checks/Debits Service Charge Interest Paid Current Stmt Balance 3090 Craig Drive PO Box 3035 McKinney, TX 75070 972-562-3426 Main Office Date 3/29/13 Page 1 of 1 Account Number 203001987 # Enclosures Number of Images 0 203001987 Statement Dates 3/01/13 thru 3/31/13 17,106.12 Days in the Statement Period 31 .00 Average Ledger 16,694 4,250.00 Average Collected 16,694 .00 Interest Earned 6.38 6.38 Annual Percentage Yield Earned 0.45% 12,862.50 2013 Interest Paid 18.82 ............................................................................... Deposits and Other4Cred9ts Date Description 3/31 INTEREST PAID 31 DAYS Other Debits Date Description 3/29 PAYMENT USMS E TX 0000817801 03/29/13 ID #-1013 150917770223500000839 Amount 6.38 4,250.00 e, u. S. Yit ar&( C l S Daily Balance Summary Date Balance Date Balance Date Balance 3/01 17,106.12 3/29 12,856.12 3/31 12,862.50 fleV: A1fl102lQ7 NOTICE; SEE REVERSE SIDE FOR IMPORTANT INFORMATION 1Vlember FDIC FOgM NQ V3d00eL QIndependent Bank CITY OF ANNA UMA PD STATE PO BOX 776 ANNA TX 75409 SEIZURE ACCT ---- CHECKING ACCOUNTS ---- NO4J ACCOUNT SPECIAL Account Number Previous Stmt Balance 1 Deposits/Credits Checks/Debits Service Charge Interest Paid Current Stmt Balance 3090 Craig Drive PO BoX 3035 McKinney, TX 75070 972-562-3426 Main Office 203001987 12,862.50 9,844.23 .00 .00 5.85 22,712.58 Deposits and Other Credits Date Description '4/22 DDA REGULAR DEPOSIT 4/30 INTEREST PAID 30 DAYS Date 4/30/13 Account Number Enclosures Page 1 of 1 203001987 1 Number of Images 1 Statement Dates 4/01/13 thru 4/30/13 Days in the Statement Period 30 Average Ledger 15,815 Average Collected 15,815 Interest Earned 5.85 Annual Percentage Yield Earned 0.45% 2013 Interest Paid 24.67 Amount 9,844.23 5.85 ................................................................................ Daily Balance Summary Date Balance Date Balance Date Balance 4/01 12r862.50 4/22 22,706.73 4/30 22,712.58 nov: nu�i ovar NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION roan�xo.v�4oeo�. Member FDIC Independent Bank 3090 Craig Drive PO Box 3035 McKinney, TX 76070 972-562-3426 Main Office ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 Date 5/31/13 Page 1 of 1 Account Number 203001987 # Enclosures 3 Effective August 1, 2013, Independent Bank wi11 offer outgoing international wires for a fee of $45.00 each. ---- CHECKING ACCOUNTS ---- NOW ACCOUNT SPECIAL Number of Images 3 Account Number 203001987 Statement Dates 5/01/13 thru 5/31/13 Previous Stmt Balance 22,712.58 Days in.the Statement Period 31 .Deposits/Credits 00 Average Ledger 21,133 3 Checks/Debits 2,568.04 Average Collected 21,133 Service Charge .00 Interest Earned 8$08 Interest Paid 8.08 Annual Percentage Yield Earned 0.45% Current Stmt Balance 20,152.62 2013 Interest Paid 32.75 Deposits and Other Credits Date Description Amount 5/31 INTEREST PAID 31.DAYS g.Qg Checks Date Check No. Amount Date Check No. Amount 5/01 1014, 349.00, 5,/15 1017 1,819.04 5/14 1010 %46"':00 *Indicates Skip in Check Number ............................................................................... Daily Balance Summary Date Balance Date 5/01 22,363458 5/15 5/14 21,963.58 5/31 Rev: ALRI o2107 Balance 20,144.54 20,152.62 ................ NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION N[ember T�DIC FORM IJO.Y&1a504 CITY OF ANNA ANNA PU STATE; SEIZURE ACCOUNT PO 13OX 776 ANNA.I;Y 75409 n 1 llUkiYI ux_, a I. 0000,e-o. �._: 1 Psani: Oil nn•-tna2/1119 r� 2D3091987 1014 Violl*4h ( � as � b b9 16 3 26Da �0 3Q0 b9�C. �> �!.y,��rs 0 seeir .. a�rr PURCHASE PO Box 776 ORDER !alma, TX 75409 972.924.3325 () "I (} :3 ci (; G17YOFAryryh,teyhg Fax 972.924.2620 a ._ Telephone TANTs. A copy of the oriyinol lnvofce must bo malled to the above addross for peymcat, our tmrchoso orderimmber It. ippeor on Iavoieo. Do not inchlde fedotal exclso, state or city [anal (ar. Exempiian serlIRcales available, .----nrnor.fasT nuA,tD��;cr3tr�irot`r—.._.�.�.,__.__... .a t .—�cic� ----.___--- '�i rf I.- City of Anna pp j""'--"' Dept. by ---- __— - - - _.. .,..............,....- , .� _....�.....,.... . ,gym ..,_,..,. CTI'�' t�F ANN'A, ANNA PD STATE SEIZURE ACCOUNT PO BOX 776 ANNA, TX 75409 PAVIn fr�dependent mil &9 163 6 r 203flC�i�B"��' pow CITY OF ANNA�. ANNA PD STATE SEIZURE ACCOUNT PQ BOX 775 ANNA, TX 7UO9 2C130Q �q8?��" WUPI 1 Q 1, ? 7 DATI q115 Independent Bank CITY OF ANNA ANNA PD STATE SEIZURE ACCT 3090 Craig Drive PO Box 3035 McKInney, TX 76070 972-562=3426 In Office ANNA TX 75409 Attention ATM and Debit Card Holders: PO BOX 776 Date 6/2$/13 Page 1 of 1 Account Number 203001987 # Enclosures Please visit our website (www.independent-bank.com) for two important messages regarding your ATM or Visa debit card. Select "Convenience Services" on the Person Banking page. Then select the following links to learn more: "ATM User Precaution" and "Visa Debit Card Disclosure". ---- CHECKING ACCOUNTS ---- NOW ACCOUNT SPECIAL Number of Images 0 Account Number 203001987 Statement Dates 6/01/13 thru 6/30/13 Previous Stmt Balance 20,152.62 Days in the Statement Period 30 Deposits/Credits .00 Average Ledger 20,152 Checks/Debits .00 Average Collected 20,152 Service Charge .00 Interest Earned 6,87 Interest Paid 6.87 Annual Percentage Yield Earned 0.426 Current Stmt Balance 20,159.49 2013 Interest Paid 39.62 Deposits and Other Credits Date Descxiptian 6/30 INTEREST PAID 30 DAYS Daily Balance Summary Date Balance Date Balance 6/01 20,152.62 6/30 20,159.49 Amount 6.87 nog: au;touo� NOTICE; SEE REVERSE SIDE FOR IMPORTANT INFORMATION FOflMN0.VS1080�. Member FDIC Independent Bank CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 =A TX 75409 ---- CHECKING ACCOUNTS ---- NOW ACCOUNT SPECIAL Account Number Previous Stmt Balance Deposits/Credits Checks/Debits Service Charge Interest Paid Current Stmt Balance 3090 Craig Drive PO Box 3035 McKinney, TX 75070 972-562-3426 Main Office 203Q01987 20,159a49 .00 .00 .00 6.93 20,166.42 .................................... Deposits and Other•Credits Date Description 7/31 INTEREST PAID 31 DAYS Daily Balance Summary Date Balance 1/01 20,159.49 Date 7/31/13 Page Account Number # Enclosures 1 of 1 203001987 Number o� Images 0 Statement Dates 7/01/13 thru 7/31/13 Days in the Statement Period 31 Average Ledger 20,159 Average Collected 20,159 Interest Earned 6.93 Annual Percentage Yield Earned 0.41% 2013 Interest Paid 46.55 ......................................... Date Balance 7/31 20,166.42 Amount 6.93 Hrc+. AlR102107 NOTICE; SEE REVERSE SIDE POR IMPORTANT INFORMATION FORM NO. VS•t000G MemberlfDlC Independent Bank CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ---- 3090 Craig unve PO Box 3035 McKinney, TX 75070 972;56M426 In Office NOW ACCOUNT SPECIAL Account Number 203001987 Previous Stmt Balance 20,166.42 Deposits/Credits .00 1 Checks/Debits 15,500.00 Service Charge .00 Interest Paid 10.66 Current Stmt Balance 4,677.08 Date 8/30/13 Page 1 of 1 Account Number 203001987 # Enclosures I1 Number of Images 1 Statement Dates 8/01/13 thru 8/31/13 Days in the Statement Period 31 Average Ledger 12,171 Average Collected 12,171 Interest Earned 10.66 Annual Percentage Yield Earned 1.040 2Q13 Interest Paid 57,21 ............................................................................... Deposits and Other Credits Date Description 8/01 DDA INTEREST DEPOSIT 8/31 INTEREST PAID 31 DAYS Amount 4.97 5.69 ................................................................................ .- Checks Date Check No. 8/16 1019 *Indicates Skip Amount 15,50Q.00 in Check Number ............................................................................... Daily Balance Summary Date Balance Date Balance Date Balance 8/01 20,171.39 8/16 41671,39. 8/31 4,677.08 Aa°: au�ioalm NOTICE: SEE REVERSE SIbE i=OR IMPORTANT INFORMATION rowaho.vs.soso�. Member I'I)IC CITY OF AIVNA T � U1 13-iO32/11i9 4 _. 203ti0i987 1 ®1 9 ANNA PD STATE SMZURE .ACCOUNT i Pn Box 776 j ANNA, TX 7t19 nA 1 E j PAY To qJ0 ~ € 15, ;6.00 4i :F� � r -independent •Bank APR 1�-...1 V��2 0*0, 2612.0 3D0 i�8 7i�' 9 LL Independent Bank CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ---- 3090 Craig Drive PO Box 3035 McKinney, TX 75070 972-662-3426 Main Office NOW ACCOUNT SPECIAL Account Number 203001987 Previous Stmt Balance 4,677.08 Deposits/Credits .00 2 Checks/Debits 584.44 Service Charge .00 Interest Paid 1.99 Current Stmt Balance 4,094.63 Date 9/30%13 Page 1 oP 1 Account Number 203001987 # Enclosures 2 Number of Images 2 Statement Dates 9/01/13 thru 9/30/13 Days in the Statement Period 30 Average Ledger 41404 Average Collected 41404 Interest Earned 1.99 Annual Percentage Yield Earned 0.5590 2013 Interest Paid 59.20 ............................................................................... Deposits and Other Credits Date Description 9/30 INTEREST PAID 30 DAYS Amount 1.99 I Checks Date Check No. Amount Date Check No. Amount 9/17 1020 384.44 9/17 1021 200.00 *Indicates Skip in Check Number Daily Balance Summary Date Balance Date Balance Date Balance 9/01 4/677908 9/17 4,092.64 9/30 4,094.63 aw: a�r�ioao7 NOTICE; SEE REVERSE SIDE FOR IMPORTANT INFORMATION eonrnNo.vs•+oso� Member FDIC . CI'fX OF AN NA 1 19y (ol ANNA PIS STATE SEIZURE AC��}tTNT ra Box 776 ANNA; TX 7MM Independehf ,B�nk i 1 191E 3 2& 2Q 3uu i9off) logo CIS �F AN�TA ANNA PD STATE SEIZURE ACCOUNT PO BOX 776. 1 �`� i� `] ANNAj TX 75409 ! �:�i19i63Cla�� � l 88=i637lit1� '. ZD30Ut887 Independent Bank CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ---- NOW ACCOUNT SPECIAL Account Number Previous Stmt Balance 1 Deposits/Credits Checks/Debits Service Charge Interest Paid Current Stmt Balance 3090 Craig Drive PO Box 3035 McKinney, TX 75070 972-562-3426 Main Office 203001987 4,094.63 2,383.00 .00 .00 2.02 6,479.65 Deposits and Other Credits Date Description 10/29 DDA REGULAR DEPOSIT 10/31 INTEREST PAID 31 DAYS Date 10/31J13 Page Account Number ## Enclosures Number of Images Statement Dates 10/01/13 thru Days in the Statement Period Average Ledger Average Collected Interest Earned Annual Percentage Yield Earne, 2013 Interest Paid Amount 2,383.00 2.02 1 of 1 203001987 1 1 10/31/13 31 4,324 4,324 2.02 0.55% 61.22 ............................................................................... Daily Balance Summary Date Balance Date Balance Date Balance 10/01 4,094.63 10/29 6,477.63 10/31 6,479.65 Gov: aLei ouo� NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION FORM nO.Vs-tosoL Member ODIC Independent Bank CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ---- NOW ACCOUNT SPECIAL Account Number Previous Stmt Balance Deposits/Credits Checks/Debits Service Charge Interest Paid Current Stmt Balance 3090 Craig Drive PO Box 3035 McKinney, TX 75070 872-562-3426 Main Office 203001987 6,479.65 000 000 600 2.93 6/482458 Date 11/29/13 Page 1 of 1 Account Number 243001987 # Enclosures Number of Images 0 Statement Dates 11/01/13 thru 11/30/13 Days in the Statement Period 30 Average Ledger 6r479� Average Collected 6r479 Interest Earned 2.93 Annual Percentage Yield Earned 0.550 2013 Interest Paid 64.15 ............................................................................... Depasits and Other•Credits Date Description 11/30 INTEREST PAID 30 DAYS Daily Balance Summary Date Balance 11/01 6r479.65 Date Balance 11/30 6,482.58 Amount 2.93 tqv: Huai ovm NOTICE, SEE REVERSE S[DE FOR IMPORTANT INFORMATION FOAM NO.VB-10801. Member FDIC ' Independent 3090 Craig Drive PO Box $035 Bank McKinney, TX 75070 972-562-3426 w ~ Main Office CITY OF ANNA ANNA PD STATE SEIZURE ACCT PO BOX 776 ANNA TX 75409 ---- CHECKING ACCOUNTS ---- Account Number 203001987 Previous Stmt Balance 6,482,58 Deposits/Credits .00 Checks/Debits .00 Service Charge .00 Interest Paid 3.03 Current Stmt Balance 6,485.61 Date 12/31/13 Page 1 of 1 Account Number 203001987 # Enclosures Number of Images 0 Statement Dates 12/01/13 thru 12/31/13 Days in the Statement Period 31 Average.Ledger 61482 Average Collected 61462 Interest Earned 3.03 Annual Percentage Yield Earned 0.550 2013 Interest Paid 67.18 ............................................................................... Deposits and OtherCredits Date Description 12/31 INTEREST PAID 31 DAYS' Daily Balance Summary Date. Balance 12/01 6,482.58 eiev: ALRl O?/07 Date Balance 12j31 6,485.61 Amount 3.03 NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION Mem6'er FDIC FORM.NO. V&-1060L Council Meeting: February 255 2014 Account Code #: Budgeted Amount: N/A Item No. & b) City Secretary's use only City of Anna City Council Agenda Staff Report Staff Contact: Maurice Schwanke Date Prepared: 02/20/14 Exhibits: ■Yes ❑ No AGENDA SUBJECT: (a) Public Hearing: To hear public comments on proposed amendments to the Comprehensive Plan concerning the Water Distribution System Plan and the Wastewater Collection System Plan elements. (b) Consider/Discuss/Act on recommendation regarding an ordinance of the City of Anna on proposed amendments to the Water Distribution System Master Plan and the Wastewater Collection System Master Plan elements. SUMMARY: In order to ensure that adequate provision of water distribution elevated and ground storage and water supply is available water distributions system master plans need to be adopted and periodically amended. This document prepared by our consulting engineers using hydraulic modeling helps the City ensure that adequate elements are in place and appropriate sized distribution mains are installed as development occurs according to the land uses identified in the Comprehensive Plan. Also, in order to ensure that adequate collection and treatment of wastewater is available wastewater collection system master plans need to be adopted and periodically amended. This document prepared by our consulting engineers modeling of our system helps the City ensure that adequate elements are in place and appropriate sized collection mains are installed as development occurs according to the land uses identified in the Comprehensive Plan. PLANNING AND ZONING ACTION: The Planning and Zoning Commission met on February 3 to discuss these documents and recommended approval. The Planning and Zoning Commission will hold a public hearing at a Special meeting on February 24t", 2014 for recommendation regarding this agenda item. RECOMMENDED ACTION: Approval of the Ordinance amending the Comprehensive Plan. CITY OF ANNA, TEXAS ORDINANCE NO. AN ORDINANCE OF THE CITY OF THE ANNA, TEXAS, PROVIDING FOR THE APPROVAL AND ADOPTION OF A REVISION AS PROVIDED IN EXHIBIT "A" TO THE COMPREHENSIVE PLAN BY UPDATING THE WATER DISTRIBUTION SYSTEM PLAN AND THE WASTEWATER COLLECTION SYSTEM PLAN ELEMENTS, TOGETHER WITH ALL EXHIBITS AND APPENDICES THERETO, WHICH ARE ATTACHED HERETO AND INCORPORATED HEREIN FOR ALL PURPOSES; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Anna had determined that the existing Comprehensive Plan concerning the water and wastewater elements was in need of updating; and WHEREAS, such Plan elements have been drafted by our consulting engineer and reviewed by the staff, the Planning and Zoning Commission, and the City Council; and, WHEREAS, the required public hearings have been held, in compliance with State law, receiving public comments; and WHEREAS, such Comprehensive Plan revision has been presented to the City Council for review and adoption; and WHEREAS, the City Council finds that it is in the best interest of the citizens of the City to approve and adopt the revision to the Comprehensive Plan; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF THE ANNA, TEXAS: SECTION 1. That the City of The Anna Comprehensive Plan, adopted April 13, 2010, as amended, is hereby amended by adopting the Comprehensive Plan 2010 - 2030, which amendments are attached hereto and incorporated herein by reference as Exhibit "A", together with all Exhibits and Appendices thereto, be, and the same is hereby, approved and adopted by the City Council in accordance with Chapter 213 of the Texas Local Government Code. Section 2. Savings, Severability and Repealing Clauses. All ordinances of the City in conflict with the provisions of this ordinance are repealed to the extent of that conflict. If any provision of this ordinance shall be held to be invalid or unconstitutional, the remainder of such ordinance shall continue in full force and effect the same as if such invalid or unconstitutional provision had never been a part hereof. The City declares that it would have passed this ordinance, and each section, subsection, clause, or phrase thereof irrespective of the fact that anyone or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional or invalid. Section 3. Publication of the Caption Hereof and Effective Date. This ordinance shall be in full force and effective from and after its passage and upon the posting and/or publication, if required by law, of its caption and the City Secretary is hereby directed to implement such posting and/or publication. DULY PASSED by the City Council of the City of Anna, Texas, this 25th day of February 25th7 2013. ATTESTED: City Secretary, Natha Wilkison EXHIBIT "A" Mayor Mike Crist WATER &SEWER MASTER PLANS �f ,I tr•� T ! I � �tS''��Y-� f jt[T ! f r! m f 3 F CITY OF ANNA, TEXAS 2013 WATER DISTRIBUTION SYSTEM REPORT e No. GENERAL.................................................................................................................................. I PLANNINGAREA.................................................................................................................... 1 Figure 1 —Planning Area and Existing Water CCN Map............::............................................. 3 POPULATION.....................................................................::.::............................................ 4 Figure 2 —Population Projection Graph .................... ....... ......:.......................................... 6 WATERDEMANDS....................................a a 0 0 4 0 4 0 0 0 6 9 0 0 a 0 a 0 4 b 6 4 o A a 4 a 6 o 0 0 a 0 a 0 a a 0 0 1 0 a a 4 6 6 A 4 a 7 DEFINITIONS............................................... ..:...................... ........ '::........................... 7 A. Maximum Daily Demand ................. ........ al too 0#041 ealoollool.......... ........ 7 Be Maximum. Hourly Demand ...:........................... .............................. ....:'................ 7 C. Minimum Hourly Demand .alai ........ 7 WATER DISTRIBUTION SYSTEM ANALYSIS4 a 0 4 ::.... a 0 a a 0 4 0 4 a a 4 a I a 0 0 4 a 0 0 0 0 0 a a I a 9 6 6 1 4 4 a a 6 a a 4 9 0 a 0 a a 10 Figure 3 — 72-Hour EPS.Dium- al Curve 0 .......:. a ......: a a .......0 a a 6 ...a....0 v 0 a ...................................... 11 SUPPLY ....................... 12 PRESSURE SERVICE AREAS ::.:............. Figure 4 — Water Distribution Service Area ....16 PUMP STATIONS & GROUND STORAGE RESERVOIRS ............................................ 17 A. South Pump Station ..: :..............: ...... *late ................................................................. 17 Be North Pump Station ................................................................................. 17 C. West Pump Station.....::...:........................................................................................... 18 D. South Grayson Pump Station (North Plant Pump Station) ......................................... 18 E. South Plant Pump Station20 GROUND STORAGE RESERVOIRS................................................................................... 20 ELEVATED STORAGE TANKS.......................................................................................... 21 FIREFLOW ANALYSIS..........................................................................................................23 10-YEAR CAPITAL IMPROVEMENTS PROGRAM......................................................... 24 Exhibit 1 -Maximum Day Demand &Supply Exhibit 2 - 2011 Ground Water Production Exhibit 3 -Unit Cost of Treated Water Comparison j:\clerienll[wta\2011-128 water master plen�teporls\03•index.docx r1tC121:—I HYDRAULICANALYSIS...................................................................................................... 26 COMPUTER RESULTS 835 Service Area Input Data (Nodes) Pipes, Pumps, Ground Storage Reservoirs and Elevated I anlcs) Junction Node Pressure Results Pipe Fydraulic Results Fire Flow Results Elevated Storage Tank Graph 904 Service Area Input Data (Nodes, Pipes, Pumps, Junction Node Pressure Results Pipe Hydraulic Results Fire Flow Results Elevated Storage Tank Graph Reservoirs Tanks) j:\clericePnmm�2011-128 water muter pinn�report�s\U3•index.docx bidex_il CITY OF ANNA, TEXAS Water Distribution Master Plan GENERAL This analysis and report presents a comprehensive plan for the dev distribution system to serve the City of Anna at build -out condition available information on existing and future land uses. 'Although th accommoAate the ultimate development of the and revised to conform to changing condit of the back bone water This plan is based on the best system is designed to planning area, it should be examined at intervals iat may arise as the City continues to grow. Likewise, prior to undertaking a major expendiIr ture, an examination should be made to sufficiently verify that the design criteria used in developing the overall plan is still valid. The hydraulic analysis was performed utilizing H2ONET. compute r software to aid in developing an overall system of water, mains; `storage facilities and pump stations required to efficiently serve the area within the planning boundary. Extended Period Simulation (EPS) hydraulic models were created for the buildout condition and for the year 2013 (existing) water distribution system condition with maximum daily, maximum hourly, and minimum hourly demands simulated through a 72-hour diurnal curve. The 2013 hydraulic model was run to determine the short-term system deficiencies. PLANNING AREA The City of Anna's water distribution planning area consists of land within the City's 2010 Land Use Plan and amended by changes provided by the City. The total land area within the Planning Area consists of approximately 43,406 acres or 67.8 square miles. Within the ETJ, approximately 32,618 acres (51 square miles) is planned to be developed. There is approximately 2,671.7 acres that are outside the City's ETJ, outside the all Alstyne ETJ, but inside the school district line that are included in the total land area. Table No. 1 provides a summary of the land areas calculated within the planning boundary area j:\clerica0nnna\2011-128waterm�sterplanUepoiis\Q4•repoK.docx PQg'G' J � / l TABLE NO. 1. LAND USE BREAKDOWN WITMN BUILDOUI ET.T Laird Use Calculated Area (Acres) Residential 2304.4 Non -Residential 92013.6 Flood Plain 6106249 Total: 385680.9 The City's plamling area encompasses land that Convenience and Necessity (CCN) and encompass encroaches into the Westminster W.S.C., the Veron W.S.C, and the Marilee S.U.D. To the east of Ann s. outside the, City's existing Certificate of land inside other CCN's. The planning area W.S.C., the North Collin W.S.C., the Weston s.approximately 7,416 acres of land that has a dual Water CCN with the City of Anna and North Collin W.S.C. Figure 1 illustrates the City's As the City develops to the the City will be an important j:\cleiical�umn12011-128 watennaster pianUeports\Oh•report.docx Page 2 M 99 ,c ' z 0 Z] POPULATION The demand for water in a community is closely related to its residential population. Existing residential units were counted to determine the existing residential population. Lot counts were used in existing developments and areas currently in the platting process. The acreage of non -developed residential land was calculated from the City's Future Land Use Map, GIS parcel map, and from discussions with the City to determine the type of future residential development lot sizes expected for a future buildout population of approximately 250,000 people, provided by the City . The densities used for calculating the existing and buildout residential population are shown in Table No. 2. The City's 2010-2030 Land Use Comprehensive P utilizing those densities would result in a lower calc following densities we applied for our calculations to rc RESIDENTIAL UNIT AND n describes similar population densities, but ad population at buildout. Therefore the �h the City's projected buildout population. .2 'ULATION DENSITIES ' 25.00 2.00 50.00 2.00 j:\cleiic2Pannn�201I-128 wnlermasterpinnUepo�is\04-report.docx Pegg ¢ TABLE NO. 3 RESIDENTIAL AND NON-RESIDENTIAL LAND USE SUMMARY Single Family Estate Lots 5,914.5 5,915 18,632 Single Family 16,831<09` 67,416 212,360 Medium Density 677.9 5,424 12,204 High Density 144.6; 3,617 7,234 Mixed Use Tract 35.4 1,769 1 3,538 Commercial 3,044.4 Employment Central District 1,127.6 Public/Semi-Public 658.5 Parks 45183.1 Flood Plain _ 6,062.9 TOTALS 15,076sT5 235604`03 84,141 2495711 Table No. 3 provides a<summary,,of the historical population from yeas• 2000 to 2010 and the projected population projections provided by the City, from year 2011 to Buildout. Figure 2 illustrates a population projection graph from the year 2012 to Buildout. TABLE NO, 4 RESIDENTIAL POPULATION PROJECTIONS Year Status Population 2000 Reported 1,225 2005 Reported 500 2010 Reported 81250 2011 Estimated 8,320 2012 Estimated 8,555 2013 Estimated 91360 2015 Projected 115021 2020 Projected 15,458 2030 Projected 245511 2040 Projected 57,000 2050 Projected 125,000 2060 Projected 19 AO Buildout Projected 250,000 j:\cleiicallamin\201t-12R water mnsler pinnUepotls\04-report.docx .PC1�2 f O 00 O N v� z o N In, N N R+ �O O N O �O O N O N O O en d' O d0' o N M .o N Q O O O� N M O � O 'N N O N O O O O O O O O O O O O O O O O O O N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 00 \0 d N O 00 �c d' N O 00 �c rt N M N N N N N r- rmmq r� '--+ uorr.VrInaoa WATER DEMANDS The design of the water distribution system involves various rates of water use, which are generally, referred to as water demand. Water demand rates are generally expressed in million gallons per day (MGD). The three most significant water demand rates are defined as follows: 1) Maximum Daily Demand: This is the total amount of water used during the day of heaviest consumption in any given year and the minimum rate, which the high service pumps must be capable of pumping. Water must be supplied to the pumps at this rate. 2) Maximum Hourly Demand: This is the rate:at tivhich water is drawn from the entire system during the hour of maximum consumption :on the day of maximum demand. This rate is generally of a short duration and is most economically provided for by the use of elevated storage in addition to water supplied to the system by pumps.. The distribution system, including storage and pumping capacity, must be able to satisfy this demand. 3) Minimum Hourly Demand. This is the rate at which water is drawn from the distribution system during the hour of minimum demand on the day of maximum demand. This demand rate is used in the water distribution analysis to determine the adequacies of the system to replenish elevated storage. Analysis and design of the proposed water distribution system is based on the maximum water demand anticipated and the land use projected in the City's current land use map, as well as hourly data from Anna's existing water system (pumping records and elevated storage levels). Demand studies completed in surrounding North Central Texas Cities from the summer of 1980, the mid 1990's, an up to 2012 were also utilized. These studies were also based on actual water records. Weather records show that the summer of 2011 experienced 70 days with temperatures at or above 100°F, exceeding the previous 1980 summer of record with 69 days. High water demand rates were also experienced, largely because of the extremely hot summer weather. Typical maximum daily demand rates and maximum hourly demand rates were determined from City data and were applied to the calculated residential population and non-residential land uses to generate the maximum daily and maximum hourly demands. Table No. 4 summarizes typical 2012 residential demand rates in gallons per capita per clay (g.p.c.d.) from other surrounding North Central Texas Communities similar to Anna. j:klerical\mma�201 I-128 venter master planUepotls\04-reporl.docx Pnge 7 TABLE NO. 5 2013 RESIDENTIAL PER CAPITA RATES UTILIZED BY OTHER CITIES City Max. Day Demand ( .c.d.) Max. Hour Demand ( .c.d. Allen 468 814 McKinney 500 11100 Parker 645 1,950 Plano 500 ;1,030 Rockwall 500 1,000 Table No. 5 summarizes the City's residential per capita demand rates and non-residential demand in gallons per acre per day (g.p.a.d.) utilized in calculating 11nna's biildout water demand. Based on the 2011 records the City provided the maximum daily demand rate calculated for residential usage was approximately 245 gallons per capita per day (g.p.c.d.). Land Use Residential Non -Residential Max Day Per Capita g.p.c.d. Max Hour Per Capita g. .c.d. Max Day Per Acre g. .a.d. Max Hour Per Acre g.ma.d. Single Family Estate Lots 300 555 Single Family 300 555 Medium Density 250 463 High Density 250 463 Mixed Use Tract 200 370 Commercial 2,000 31700 Em loyment Central District 1,500 2,775 Public/Semi-Public 1,500 2,775 Parks 10000 1,850 Flood Plain 0 0 g. p. c. d. —gallons per capita per day gp. a. d. —gallons per acre per day jaclericahnnnn1201 I-I28 water master plan\reports\O4-repori.docx page g The calculated water demands for the two land uses within the City's planning area at buildout are summarized in Table No. 6. TABLE NO. 7 BULDOUT DESIGN WATER DEMANDS BY LAND USE Land Use Maximum Daily Demand (MGD) Maximum Hourly Demand (MGD) Residential 73.59 136.14 Commercial/Retail 12.95 23.96 Total: 86.54 A60.10 DESIGN WATER DEMANDS FOR YEAR 2013, YEAR 2023,, AND BUILDOUT Land Use 2013 Demand MGD) 2023 Demand MGD) Buildout Demand' (MGD) Maximum Daily Demand 2.67--F 4.18 86.54 Maximum Hourly Demand 4.94 7.74 160.10 Table No. 8 summarizes the projected Buildout demands being placed on the water distribution system by each service area. TABLE NO. 9 BUILDOUT DESIGN WATER DEMANDS BY SERVICE AREA Land Use Maximum Daily Demand' MGD) Maximum Hourly Demand (MGD) 835 Service Area 71.51 132.29 904 Service Area 15.03 27.81 Total: 86.54 160.10 j:\clericaHnnna\201 1-128 wnler muster plvi�repogs\OA•repptt.docx Page 9 WATER DISTRIBUTION SYSTEM Analysis of the buildout water distribution system is based on the ultimate water demand anticipated and the geographical distribution of the water demand. The design of the proposed water distribution system is based on three separate demand conditions. The first condition, which is used to determine the ultimate supply from NTMWD, is based on the maximum daily demand. This demand rate is the minimum supply and minimum pumping required by the system. The second condition utilizes the maximum hourly demand rate on the day of maximum demand. < Maximum hourly demand rates are used to size distribution lines and to determine the volume of elevated storage. The size of existing and proposed distribution lines are shown on the Master Plan Map, presented at the end of this report. The third condition used is the minimum hourly demand Lrate on the clay of maximum demand. This rate is used to analyze the refill rates of elevated storage. These three demand conditions were modeled over a three-day period with an Extended Period Simulation (EPS). The 72-hour EPS was developed with the use of a diurnal curve that is used to peak the water demand in the model from a minimum hourly demand condition through a maximum daily demand condition to a maximum hourly demand condition. The diurnal curve utilized in the model was created from SCADA data and comparisons of diurnal curves generated in other North Central Texas Cities similar to Anna. Figure 3 represents the 72-hour diurnal curve input into the buildout EPS hydraulic water model utilizing a maximum. peaking factor of 1.85. Modeling the water distribution system over a 72-hour period allowed for a check of the ability to draw down and refill ground storage reservoirs and elevated storage tanks and to determine the anticipated system pressures under severe conditions. j:\clericaRanna12011-�28tvalermasterpinnUepmts\04-repmt.docx Page 10 SUPPLY The City currently receives its water supply from ground well water at four (4) well sites, which is approximately 2.52 MGD (1,750 gpm). The Texas Commission on Environmental Quality (TCEQ) minimum requirement is 0.60 gpm per connection. The City reported they currently have 3,210 connections, which results in 0.55 gpm per connection, only for well water supply. These sites are the South Well, North Well, West Well, and South Grayson Well sites and serve the complete City as one service area. The City also has a surface water supply take point at the south portion of the City at the South Plant Pump Station site, which receives treated water from the North Texas Municipal Water District (NTMWD). It is located south of the SH. 5 and C.R. 421 intersection. Currently the minimum "Take or Pay" supply rate at the South Plant Pump Station is 0.16 MGD, (valve range from 0 MGD to 3.46 MGD) although it is not in service.': As the City continues to `grow, additional supply will be required to meet the system demand, which is envisioned to be provided, by surface water supply. We have analyzed several alter7iatives on additional supply from ground vs surface water analyzing unit cost and water quality. We recommend the City continue to utilize well water and in the short term introduce surface water at several well site locations, thereby blending surface water with well water inside ground storage reservoirs. This will consist of a long-term gradual transition changing over from well water supply to surface water supply. This gradual transition will have a less impact on the water distribution system and on water quality to customers. The initial surface water supply will be set to meet peak system demands, typically during the summers. As the City grows, more surface water will be introduced into the system. Based on population projections and unit costs of water, well water will be a source of supply for approximately the next 20 years. Within the next ten years, it is envisioned for the South Plant Pump Station to be in service to help meet supply needs. As development occurs, this supply take point will need to be evaluated to properly size future equipment. The City will have three more delivery points connecting from the existing Greater Texoma Utility Authority supply line that then runs generally along the DART Railroad, of which connections are under construction. The location for the second delivery point connection will be for the South Well site, near the F.M. 2682 and 5t" Street intersection. The third delivery point connection will be for the North and West well sites, near the Riggins Street and Anthony Street intersection. The fourth delivery point connection will be for the South Grayson well site, south of the S.H. 5 and C.R. 373 intersection. The second and third delivery points will only be used during the lifetime of the South, North, and West well sites. The fourth location will be used for fixture and buildout conditions at South Grayson well site (North Plant Pump Station), j:\clericalGuvia12011-128 venter master p1aiUeports\04-repaI.docz Page 12 In the buildout conditions, the City will be supplied by two delivery points, one at each service area. The South Plant delivery point will supply the 835 Service Area at a rate of approximately 15.0 MGD. The North Plant (South Grayson) delivery point will supply the 904 Service Area at a rate of approximately 71.50 MGD. The total buildout supply is approximately 86.50 MGD. The locations of the existing and proposed delivery points/pump stations are shown on the Master Plan Map at the end of this report. Table No. 7 summarizes the existing, ten year projection, and buildout maximum Jay supply requirements at each delivery point. MAXIMUM DAY SUPPLY �� Total Supply Renuired � 2.52 � 4.20 ( 86.50 �� In 2013 & 2023, the South Plant is excli decl, although it can acid supply from 0-3.46 MGD as additional development occurs. The supply ratio of well water to surface hater in 2023 is 60140 to meet the max day supply. The South Plant surface ivater is additional quantity available. j:\cleric�l4�nnn�201 I-123 water molter plantrepons\04-repott.docx P(lg2 13 PRESSURE SERVICE AREA The City currently operates under one pressure service area, which is set by the high water level (HWL) of the existing elevated storage tanks, above mean sea level (MSL). The City currently has two elevated storage tank. The first is the existing South Grayson 300,000-Gallon Elevated Tank, located at the South Grayson Well site, and has a HWL of 904-feet MSL. The second elevated tank is the West 200,000-Gallon Elevated Tank, located at the West Well site and has a HWL of 8824eet MSL. The current service area will be identified as the 904 Service Area. At buildout there will be two service areas within the planning boundary line. This was established to separate the higher elevation areas from the lower elevations areas while maintaining ;acceptable system pressures without the use of main pressure reducing valves, Figure 4 shows the coverage of the two service areas within the City's planning area limits. 1. 835 Service Area The 835 Service Area will be a new area that will cover the areas that cover the planning area generally west of U.S. Hwy 75 `east of S.H.'5, and south of F.M. 455. To establish the pressure of the second service area, the lower: water level (HWL) of elevated storage tanks was evaluated in relation to ground elevation, which was determined to be the 835 Service Area. The existing distribution system will maintain itself under the 904 Service Area. As development begins to occur outside the current City limits, the City will have to review its system pressures for each development and the amount of development outside City limits to determine the appropriate time to establish the 835 Service Area. The natural ground elevations within this service area range from approximately 6004eet MSL (Node J-676 along the east planning boundary and Node J-704 near the west boundary line) to approximately 7244eet MSL at Node MOT The pressures will range from 38 psi to 94 psi, exceeding the Texas Commission on Environmental Quality (TCEQ) minimum system pressure requirements of 35-psi. There will be seven (7) elevated storage tanks and the expansion of the South Plant Pump Station required to supply water to the 835 Service Area. At buildout the 835 Service Area will have a maximum daily demand of approximately 71.51 MGD& j:lcleric��nnnn\2011-128 venter muster pinnUeports\04-report.docx Page 14 2. 904 Service Area The existing water distribution system will be under the 904 Service Area. It is generally east of U.S. Hwy 75, west of S.H. 5, and north of F.M. 544, with some areas past these limits. The natural ground elevations within this service area range from approximately 6624eet MSL (Node M83 located at Taylor Boulevard on the most southernly boundary line) to approximately 7664eet MSL (J-291 at Magnolia Street just south of the South Grayson well site). This service area is designed for a pressure range of 51 psi when the elevated tanks are near empty to near 90 psi when the elevated storage tanks are full. Currently the South well site, the North well site, West well site, South Grayson well site, the West Elevated Tank, and the South Grayson "Elevated tank supply water to this service area. At buildout, there will be three new,,elevated storage tanks' and a new North Plant Pump Station to supply water to this service area. At buildout, the 904 Service Area will have a maximum daily demand of approximately 15.03 MGD. j:\clericnl�.vma12011-123wntermnsterpinnUeporls104-reporLdocx Page IS PUMP STATIONS The City currently meets it system demands with three (3) high service pump stations and one (1) low service pump station, all supplied by ground well water. The pump stations combined have a total pumping capacity of 5.86 MGD, and a firm pumping capacity of 2.55 MGD. 1.) South Pump Station The South Pump Station is located on the r intersection and currently assists in serving currently has two (2) well pumps. The TCE( pump No. 5 at 410 gpm, for a total supply of S60 gpm (0.81 of the F.M. 2682 and Sty' Street demands. The pump station No.l at 150 gpm and well ). It also has two existing high service pumps. Pump No. 1 has a rated:`. capacity of 350 gpm MGD) and pump No. 2 has a rated capacity of 750 gpm (1.08 MGD), for a total pumping capacity of 1,100 gpm (1.58 MGD). The firm pumping capacity is 0.50 MGD; with the largest pump out. The South Pump Station also has one existing 300,000,,gallon ground storage reservoir, which can be utilized for short term needs to future water needs. The shorn term improvements to assist in meeting water demands in the future will be, to, provide a surface water delivery point to this station and blend surface water with well water in the reservoir. This will require a supply line, meter station, disinfection improvements, and other modifications. At buildout, this pump station will be abandoned and out of service. 2.) North Pump Station The North Pump Station is located north of the S.H. 5 and Hackberiy Lane intersection. It also assists in serving the City's water demands. The pump station currently has one (1) well pump identified as. well ,pump No. 2, which TCEQ has rated at 150 gpm (0.22 MGD). It also has two existing high service pumps rated at 550 gpm (0.79 MGD) each pump, for a total pumping capacity of 1,100 gpm (1.58 MGD) and a firm pumping capacity of 0.79 MGD. The pump station has one existing 300,000 gallon ground storage reservoir. This reservoir can be utilized for the short term improvements required for this pump station to assist in meeting water demands in the near future and also provide surface water to this station. This will require a supply line, meter station, disinfection improvements, and other modifications. At buildout, this pump station will also be abandoned and out of service, j:\clerical\anna\201 t-128 water master planUeports\04-report.docx Pnge 17 3.) West Pump Station The West Pump Station is located west of the East C.R. 3 70 and C.R. 369 intersection, and also assists in serving the City's water demands. The pump station currently has two (2) well pumps. The TCEQ has rated well pump No.3 at 350 gpzn (0.50 MGD) and well pump No. 4 at 145 gpm (0.21 MGD) for a total supply of 495 gpm (0.71 MGD). It also has two existing high service pumps rated at 65Q gpm (0.94 MGD) each pump, for a total pumping capacity of 1,300 gpm (1.87 MGD), and a firm pumping capacity of 0.94 MGD. The pump station has one existing 300,000 gallon ground storage reservoir. The West Elevated Storage Tank is also directly next to this pump station. The ground storage reservoir can also be utilized to convert this pump station into a blended surface water/well water pump station in the short term. Like the other pump station conversions, this will also `require a supply line, meter station, disinfection improvements, and other modifications to maize it functional. At buildout, this pump station will also be abandoned and out of service. 4.) South Grayson Pump Station (North Plant Pump Station) The South Grayson Pump Station is located on the southwest corner of the S.H. 5 and C.R. 373 intersection, and also 'assists in serving the City's water demands. The pump station currently has two (2) well pumps that pump water directly into the South Grayson Elevated Storage Tank through an air gap. This station does not have high service pumps or ground storage. The TCEQ has rated well pump No. 7 at 225 gpm (0.32 MGD) and well pump No. 8 at 350 gpm (0.50 MGD) for a total supply of 575 gpm (0.83 MGD). Its firm pumping capacity is 0.32 MGD. The South Grayson Elevated Storage Tank is next to this well station. The City envisions this station to also be short term pump station that blends well water with surface water- and meet system demands. In the short term, this station will require a high service water pump station and a ground storage reservoir be constructed. Like the other pump station conversions, this will also require a supply line, meter station, disinfection improvements, and other modifications to make it functional. At buildout, this pump station will be expanded to service the 904 Service Area and is also refened to as the North Plant Pump Station in this report. It will provide a buildout pumping capacity of approximately 15.0 MGD. j:\clerical\mule\2ol 1-I28 water master planUeporls\04-reporl.docx Perge 18 5.) South Plant Pump Station The South Plant Pump Station is located south of the S.H. 5 and C.R. 421 intersection. The City currently does not utilize it in serving the City's water demands. NTMWD has the capability to supply the South Plant Pump Station. It currently has a minimum rate of 0.16 MGD and the meter valve ranges from 0 to 3.46 MGD. The pump station currently has two (2) high service pumps that pumps. Pumps No. 1 and No.2 have a rated capacity of 2,733 gpm (3.94 MGD) each pump, at 194-ft total dynamic Bead. The pump station site includes one existing 1.5-million gallon ground storage reservoir. Three empty slots are available for additional pumping capacity in the fliture. As development occurs additional pumping capacity will be required from the South Plant Pump Station to assist in meeting the system demands. It is envisioned in the future, additional smaller pumps will need to be added to in the empty slots, as the existing 3.94 MGD pumps are now oversized,.for the existing and projected demands. Future pumps No. 3 is expected to be a 694 gpm (1.0 MGD) pump and pump No. 4 expected to be a 1389 gpm (2.0 MGD) pump. These two additional pumps will need to be evaluated within the next ten years, to verify the necessity and their required size to meet demands, as development occurs. The buildout pumping capacity at the South Plant Pump Station will be approximately 72.0 MGD. Table No. 8 summarizes the required firm pumping capacity for each pump station that equals supply and maximum daily' demand rates for existing, ten year projections, and at buildout conditions. j:\clerical\nnna\201 L128 water mnsler plan�epoiis\OA•report.docz Page 19 TABLE NO. 11 PUMP STATION FIRM PUMPING CAPACITY 2013 2013 2023 2023 Buildout Total Firm Total Firm Firm Pumping Pumping Pumping Pumping Pumping Capacity Capacity. Capacity Capacity Capacity Pump Station (MGD) MGD) (MGD) MGD); (MGD) South 1958 0.50 1058 0.50 0.00 North 1.58 0.79 1.58 0.79 0.00 West 1.87 0.94 b 1 187 0.94 0.00 South Grayson 0.83 0.32 2 00 1.00 15.00 North Plant Pump Station South Plant* 6.94 3.94 6.94 3.94 72.00 Total Firm Pumping 5.86 2.55 13:97 7.17 87900 Capacity *The South Plant pumping capacity lvas not included in 2013 as satrface eater is currently not in use. Firm pumping capacity consists of the largest pttnip out of service at each pump station or service area, whichever is less, per TCEQ requirements. GROUND STORAGE RESERVOIR Ground Storage within the system is necessary to provide a dependable supply during periods of high demand or equipment failure. The Volume of ground storage in this report was designed to match the maximum 'daily demands, plus the portion of the maximum hourly demands met with pumping. A 6- hour draw down for peals hour pumping, or a 12-hour average day demand, draw down is provided. The South, North, and West well sites each currently have a steel ground storage reservoir of 300,000 gallons capacity. The South Plaint surface water site has a 1.5-MG ground storage reservoir. The South Grayson (North Plant) Pump Station does not have ground storage, but has area to add volume. The short term improvements consist of adding a 0.5-MG ground storage reservoir to continue to utilize the well supply at this location. At buildout, the only two pump stations with ground storage will be the North Plant and the South Plant Pump Station. Table No. 9 provides the ground storage improvements that will need to be added to the system. j:\clericahvma�2011-128 water master plm�repor1s104-report.docx Page 20 TABLE NO. 12 GROUND STORAGE RESERVOIR REQUIREMENTS Ground Ground Ground Total Ground Year Storage Storage Storage Storage. Required Available Added ; Available MG (MG)�-- (MG) ', _ (MG)' 2013 0.59 0.90 0.0 0.90 2023 0.98 .90 L50 2.90 Buildout 21.63 2.00 .20:'50 22.0 2013 does not include the LSOlYIG ground storage Plant P.S. not currently in service. 2023 includes addition of O.SO rng gr•ozrrrd storage ctt; Sozrth Grayson well site to allow for mixing tiwell cg surface water, and the existing 1.5 MG ground storage reservoirs at the South Plant Buildout available ground storage includes the existing 1.5 MG reservoir at South Plant and proposed 0.50 MG at South Grayson, ELEVATED STORAGE The volume of elevated storage. required within a water distribution system is a function of the maximum daily demand rate (Pumping Rate) and the maximum hourly demand rate. By designing elevated storage to meet maximum hourly demands, the proposed total volume of elevated storage exceeds the minimums established by the TCEQ. The desired TCEQ minimum required volume of elevated storage is 100 or 200 gallons per connection, depending on pumping capacity. For this analysis we will utilize the 200 gallons per connection as the minimum requirement. This is desirable for the City to be able to reduce the pumping requirements, and be able to rely solely on the high service pumps at the well sites. The existing number of connections obtained from the City is 3,210 connections and the existing elevated storage is 500,000 gallons. Therefore the minimum TCEQ minimum volume of elevated storage required for the existing distribution system is 642,000 gallons. In ten years, the projected minimum TCEQ required volume will be 909,200 gallons. At buildout the minimum required volume will be approximately 15.87 MG (based on 250,000 population, 3.15 people per connection, and 200 gallons per connection). By designing the overall system to meet maximum bolo• demands with pumping and elevated storage, TCEQ minimum requirements are exceeded. The City currently has one 200,000 gallon elevated tank located at the South Grayson well site and one 300,000 gallon elevated storage tank located at the West well site. A new 750,000 gallon elevated storage tank will be required in the short term to exceed TCEQ and system requirements now and within the next ten years. This storage tank will j:\cle�icaf�anna�2011-128 venter maskr planUepons\04-report.docx Page 21 have the 904400t high water level. By buildout the City will need to have in service approximately 16.75 MG of elevated storage. Table No. 10 summarizes the elevated storage requirements to meet maximum hourly demand rates short term and at buildout. TABLE NO. 13 ELEVATED STORAGE REQUIREMENTS The 72-hour extended period simulation (EPS) was performed to verify the proposed elevated tanks would discharge and refill within an acceptable range. The EPS was run by placing controls on pumps and linking them to the water level in the -elevated tanks. As the water level in elevated storage tanks began to drop, pumps would begin to turn on according to the pump control settings. When the water level in the elevated storage tanks began to rise, pumps would begin to turn off according to the pump control settings. This allowed the maximum pumping capacity at the pump stations to be optimized to the maximum pumping rates. j:\cle�icaPxnna�24] 1-128 water master plm�Uepoiis\09-repmt.doax Page 22 FIRE FLOW ANALYSIS A fire hydrant is an element of the water distribution system that provides for public fire -protection service, The usage of a fire hydrant as a source of water for fighting a fire is the primary purpose for which the element is installed. A fire flow analysis was perfor7rred on the water distribution system utilizing the computer software. Each service area was analyzed for fire protection during the maximum daily demand at Build -out. Every junction node in eaeli of the service areas was analyzed in order to meet the following constraints, which meet or standards: 1) Minimum Fire Flow Required for a Given Junction (1 hydrant) ....... 1.44 mgd (1,000 gpm) 2) Residual Pressure at the Fire Flow Junction ................... ..........:::... 20 psi 3) Minimum Acceptable System Pressure with a Fire in the` System .... 35 psi A single fire hydrant has a maximUni discharge rate of 1.44 MGD (1,000 gpm). The analysis consisted of placing up to 1.44 MGD (the equivalent of using one fire hydrant with 4 outlet nozzles) at each junction node and requiring the water distribution system to maintain minimum pressures. All of the junction nodes in the each Service Area were analyzed. in the Build -out Model. A fire flow was added to a junction node during the maximum daily demand run to determine if the system could deliver the required fire flow' while maintaining a residual pressure at the node of 20 psi. In addition all other nodes were checked to determine if pressures within the system could be maintained at a minimum 'design pressure 35 psi. The two service areas met the minimum TECQ pressure requirements while undergoing a fire flow demand of 1.44 MGD in the build -out model. Junction Node No. J-301 (subdivision south of South Grayson well site) had the least amount of available flow of 1.94 MGD after sustaining a residual pressure of 20 psi. A copy of the results of the fire flow analysis of the Build -out model can be found at the end of the report by Service Area. j:\clerica0nmia\2011-128 water master plan�repotis\04-reporl.docx Page 23 l U-YEAR CAPITAL IMPROVEMENTS PROGRAM 2013 System The water distribution system % uUe1rtIy has a ground water supply of 2.52 MGD and a firm pumping capacity of 2.55 MGD to meet the existing maximum daily demand of 2.36 MGD. As the City grows within the next several years, the maximum daily demand will exceed the available supply. Therefore there are necessary improvements to the existing water distribution system that the City needs to begin considering within the next year, in particular to increase water supply to meet future demand needs. This will consist of adding proposed surface water take points, adding a high service 2.0 MGD pump station and 0.50 MG ground storage:,,re servoir at the South Grayson well site. The addition of supply, pumping, and ground storage will assist to provide.a more reliable water distribution system that is exceeding TCEQ requirements, and not just meeting'tlem. 2023 System Within the next ten years, in addition to the short term improvements: listed above, the City envisions additional capital improvements to meet system demands as development occurs over the next decade. These improvements will consist of additional elevated storage, additional pumping capacity at the existing South Plant pump Station, and additional waterlines. As development occurs within the next ten years supply will be met from the new take points and from the existing take point at the South Plant site. With the additional facility improvements in service, the pump stations can continue to operate with reliable firm pumping capacities. Table No. 12 lists the pump station firm capacities and available supply of each well site in 2022. This table does not include the surface water supply from South Plant, which will be approx. 3.0 MGD in 2022. j:lclerica&vma�201 I-128 water master planlreports\04-repoit.docs p(tg'g ZQ TABLE NO. 14 2023 PUMPING AND SUPPLY CAPACITY Pump Station Total Capacity (MGD) Firm Capacity (MGD) Existing Supply at Well (MGD) Maximum Additional Supply at Well (MGD) Total Supply at Well (MGD) South 1.58 0.50 0.81, >, 1.00 1 .81 North 1.58 0.79 0.22 1.50 1.72 West L87 0.94 0.71 1.25 1.96 South Grayson 2000 1.00 0.78 ' :. 1.25 2.03 South Plant 694 3.94 0.00 " . 0.00 0.00 TOTAL: 13.97 7.17.I 2.52 5.00 7.52 The following table No. 13 describes the sho required. improvements Projected Year Placed in Service Water Distribution System Facility Improvements Projected Capacity pinion o Cost ($) 2013 South Well; Site - Surface Water Deliver Point 1.0-MGD $ 100,000 North Well Site - Surface Water Delivery Point 1.50 MGD $ 1601000 West Well Site - Surface Water Delivery Point 1.25 MGD $ 5705000 South Grayson Well - Surface Water Delivery Poi 2.00 MGD $ 170,000 South Grayson High Service Pump Station 2.00 MGD $ 690,000 South Grayson Ground Storage Reservoir 0.50 MG $ 520,000 Subtotal*J 1 $25200,000 2023 Elevated Storage Tank** 0.75 MG $15900,000 12-inch Supply Line** 2.0 MGD $ 590,000 South Plant Purnp Station Improvements 3.0 MGD $ 275,000 Subtotal: $25800,000 Total: $5,000,000 *- Opinion of cost is for budgetary proposes only. Costs in 2013 dollars, "'� Property Acgzrisition included. j;\clericnPnmip\201 I-I28 water master plau�reports\04-report.docx Page 25 SUPPLY (MGD) uorsvznaoa 00 ) III IN I lolling iv it MIN MEN I N O O O O O O O O a a O O O O O a O a O O O 0 0 0 0 0 0 0 o a a o 0 0 0 0 o a o a o 0 O Q� 00 l� �O V� d' M N '-+ O U 00 [� �D V lllwlLN/ !�(�� 1�Z W E-� zUOUwO a w O z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N O OLit)rumR'IOA (DW) HWnzon t r$ ",Poe 8s Aso O s�, 'v! oC36 'LM as rv°�' CL Fo E r eeoe O V re°e x L O Coe } Q A�' IPC°CX W O a .fly°C4 4 L T w E Oe E ai s V w- v Y O � N ��, +-' CA a doOt m O v m idc m �C�° V v e ca Oe ei N M re°c, O O O ppmof Oa O O O I I 6rOe rOe Ocb 9r Oe srOC, arOe 0 0 0 0 0 0 0 t� lD ui �f' m N �-'1 suope2 000'L jad aajeM paieajl}o;so:);iun Buildout Hydraulic Data HYDRAULIC ANALYSIS OUTPUT A computer assisted hydraulic analysis was performed utilizing H2ONET G.0 computer software to aide in developing an overall system of water mains, storage facilities and supply to efficiently serve the entire city as development is now envisioned. The resulting plan is shown on the water distribution map outside this report. The master plan map shows the size and location of all existing and future feeder mains as well as elevated storage facilities. Also shown are reference numbers on all pipes and pipe intersections or nodes. These numbers refer to additional information contained in the tabular computer printout summaries. The hydraulic information shown on the tabular computer printout summaries are described as follows: 1) Pipe Number - Number shown on system map fo, r each section of pipe between junctions. 2) Start Junction/End' J•unction'- Starting and ending junction connection for each pipe segment. 3) Junction Number Pump Station, intersection of pipe, or water use point. The first node number indicates the flow entering a section .of pipe, the second node number indicates flow leaving .that section of pipe. A minus sign indicates the flow opposite of the node order. 1) Length Distance between nodes in feet. 5) Diameter -Pipe diameter in inches. G) Roughness -Coefficient of friction designated to the section of pipe. 7) Demand -Design flow at nodes in million gallons per day (MGD). A minus sign indicates flow into the system. 8) Elevation -Ground elevation at junction based on U.S.G.S. datum. 9) Discharge -Rate of flow in pipe section in million gallons per day. 10) Headloss Velocity -Velocity of flow in section of pipe in feet per second 11) Pressure -Pressure in pounds per square inch (psi) at the junction, j:lclerical�unna�2011-128 water master plmiVeports\04-repoit.docx Page 26 Junction Nodes -Input Data 835 SERVICE AREA JUNCTION NODES -INPUT DATA ID (Char) Elevation (it) Model I (Char) 1 J-105 676,000 2011 2 J-106 674,000 2011 3 J-237 620,000 2011 4 J-238 625.000 2011 5 J-239 620,000 2011 6 J-240 610.000 2011 7 J-241 605,000 2011 8 J-242 610.000 2011 9 J-257 706.000 2011 10 J-259 675,000 2011 it J-260 605.000 2011 12 J-261 618.000 2011 13 J-262 628,000 2011 14 J-263 620.000 2011 15 J-333 722,000 2011 16 J-353 722,000 2011 17 J-354 690.000 2011 18 J-355 685,000 2011 19 J-372 6756000 2011 20 J-375 665,000 2011 21 J-376 665.000 2011 22 J-377 682.000 2011 23 J-378 664.000 2011 24 J-379 628,000 2011 25 J-380 685.000 2011 26 J-404 700,000 2011 27 J-424 660,000 2011 28 J-425 705,000 2011 29 J-600 705,000 2013 30 J-601 706,000 2013 31 J-602 700,000 BUILDOUT 32 J-603 718,000 BUILDOUT 33 J-604 708.000 BUILDOUT 34 J-605 716.000 BUILDOUT 35 J-606 722.000 BUILDOUT 36 J-607 724.000 2013 37 J-608 1 715.000 2013 38 J-609 1 704,000 2013 39 J-610 698.000 BUILDOUT 40 J-611 694,000 BUILDOUT 41 J-612 684,000 BUILDOUT 42 J-613 655.000 BUILDOUT 43 J-614 708.000 BUILDOUT 44 J-615 704,000 BUILDOUT 45 J-616 668.000 BUILDOUT 46 J-617 674.000 BUILDOUT 47 J-618 700.000 BUILDOUT 48 J-619 685.000 BUILDOUT 49 J-620 678.000 BUILDOUT 50 J-621 692.000 BUILDOUT 51 J-622 708,000 BUILDOUT 52 J-623 690.000 BUILDOUT 53 J-624 676,000 BUILDOUT 54 J-625 698.000 BUILDOUT 55 J-626 648.000 BUILDOUT 56 J-627 626.000 BUILDOUT Daie: Wednesday, June 20, 2012, Time: 10:20:16, Page 1 835 SERVICE AREA JUNCTION NODES -INPUT DATA ID (Char) Elevation (ft) Model (Char) 57 J-628 706,000 BUILDOUT 58 J-629 638.000 BUILDOUT 59 J-630 656.000 BUILDOUT 60 J-631 654,000 BUILDOUT 61 J-632 646.000 BUILDOUT 62 J-633 668,000 BUILDOUT 63 J-634 614.000 BUILDOUT 64 J-635 612,000 BUILDOUT 65 J-636 704,000 BUILDOUT 66 J-637 690,000 BUILDOUT 67 J-638 708,000 BUILDOur 68 J-639 705,000 BUILDOUT 69 J-640 672.000 BUILDOUT 70 J-641 658.000 BUILDOUT 71 J-642 676.000 BUILDOUT 72 J-643 620.000 BUILDOUT 73 _ J-644 628.000 BUILDOUT 74 J-645 602.000 BUILDOUT 75 J-646 646.000 BUILDOUT 76 _ J-647 600,000 BUILDOUT 77 J-648 6204000 BUILDOUT 78 J-649 6464000 BUILDOUT 79 J-650 634.000 BUILDOUT 80 J-651 628.000 BUILDOUT 81 J-652 652.000 BUILDOUT 82 J-653 664,000 BUILDOUT 83 J-654 6406000 BUILDOUT 84 J-655 686,000 BUILDOUT 85 J-656 658.000 BUILDOUT 86 J-657 680,0001BUILDOUT 87 J-658 706.000 BUILDOUT 88 J-659 7W.000 BUILDOUT 89 J-660 698.000 BUILDOUT 90 I J-661 I 678.000 BUILDOUT 91 J-662 i. 600.000 BUILDOUT 92 J-663 632,000 BUILDOUT 93 J-664 600,000 BUILDOUT 94 J-665 666.000 BUILDOUT 95 J-666 670.000 BUILDOUT 96 J-667 694.000 BUILDOUT 97 J-668 j 616,000 BUILDOUT _ 98 J-669 608,000 BUILDOUT 99 J-670 622.000 BUILDOUT 100 J-671 668.000 BUILDOUT 101 J-672 610,000 BUILDOUT 102 _ J-673 650,000 BUILDOUT 103 J-674 600.000 BUILDOUT 104 J-675 625,000 BUILDOUT 105 J-676 6006000 BUILDOUT 106 J-677 610,000 BUILDOUT 107 J-678 665,000 BUILDOUT 108 J-679 685,000 BUILDOUT 109 J-680 615,000 BUILDOUT 110 J-681 660.000 BUILDOUT _ 111 J-682 705,000 BUILDOUT 112 J-683 655,000 BUILDOUT Date: Wednesday, June 20, 2012, Time: 10:20:16, Page 2 835 SERVICE AREA JUNCTION NODES -INPUT DATA ID (Char) Elevation (ft) Model (Char) 113 J-684 610.000 BUILDOUT 114 J-685 632.000 BUILDOUT 115 J-686 715.000 BUILDOUT 116 J-687 706,000 BUILDOUT 117 J-688 648.000 BUILDOUT 118 J-689 670.000 BUILDOUT 119 J-690 686,000 BUILDOUT 120 J-691 702,000 BUILDOUT 121 J-692 708,000 BUILDOUT 122 J-693 692,000 BUILDOUT 123 J-694 636,000 BUILDOUT 124 J-695 678.000 BUILDOUT 125 J-696 705.000 BUILDOUT 126 J-698 720.000 2011 127 J-699 695.000 BUILDOUT 128 J-700 674.000 BUILDOUT 129 J-701 630,000 BUILDOUT 130 J-702 658,000 BUILDOUT 131 J-703 648.000 BUILDOUT 132 J-704 600,000 BUILDOUT 133 J-705 656,000 BUILDOUT 134 J-706 688,000 BUILDOUT 135 J-707 608,000 BUILDOUT 136 J-708 670,000 BUILDOUT 137 J-709 662.000 2011 138 J-710 632.000 BUILDOUT 139 _ J-711 678,000 BUILDOUT 140 J-712 665.000 BUILDOUT 141 J-713 610.000 BUILDOUT 142 J-715 700.000 BUILDOUT 143 J-716 714.000 BUILDOUT 144 J-717 710,000 BUILDOUT 145 J-718 6884000 BUILDOUT 146 J-719 658.000 BUILDOUT 147 J-720 655,000 BUILDOUT 148 J-721 664,000 BUILDOUT 149 J-722 634,000 BUILDOUT 150 _ J-723 670.000 BUILDOUT 151 J-724 650,000 BUILDOUT 152 J-725 682.000 BUILDOUT 153 J-726 704,000 BUILDOUT 154 J-729 705.000 2011 155 J-730 692.000 BUILDOUT 156 J-731 682,000 BUILDOUT 157 J-732 698.000 BUILDOUT 158 J-733 702,000 BUILDOUT 159 J-734 620,000 BUILDOUT 160 J-735 620,000 BUILDOUT 161 J-736 620.000 BUILDOUT 162 J-737 626.000 BUILDOUT 163 J-738 660.000 BUILDOUT 164 J-739 610.000 BUILDOUT 165 J-740 720,000 2013 166 J-741 675,000 BUILDOUT 167 J-744 6704000 BUILDOUT Date: Wednesday, June 20, 2012, Time: 10:20:16, Page 3 Pipes -Input Data 835 SERVICE AREA PIPES -INPUT DATA BASE ID (Char) Length (ft) Diameter (in) Roughness (Double) 1 P-105 I 2,521.195 6,000 t10.000 2 P-276 33642,733 12,000 120,000 3 P-277 600.000 12,000 120,000 4 P-278 1,133.120 8,000 110,000 5 P-279 1,189,513 12,000 120.000 6 P-280 1,063.629 12.000 120,000 7 P-281 411.667 8.000 110.000 8 P-282 537,978 12,000 120,000 9 P-303 11931,781 12.000 120A00 10 P-304 31855,432 12.000 120,000 11 P-307 11758,982 6,000 110,000 12 P-308 1,292.061 6,000 i10.000 13 P-309 21283.174 6,000 110.000 14 P-310 1,344.723 6,000 110,000 15 P-409 1,098.409 8.000 110,000 16 P440 13261.864 12.000 120.000 17 P-441 4,549.555 6.000 110,000 18 P-445 31197,970 8.000 1104000 19 P-524 i,351.903 12,000 125,000 20 P-525 2,921.738 24,000 l30a000 21 P-595 3/4624073 12,000 120,000 22 P-600 11334,542 24.000 125,000 23 P-601 1,642.473 12,000 125,000 24 P-602 21327.610 12,000 125.000 25 P-603 30103.624 12.000 125,000 26 P-604 13512,253 12.000 125,000 27 P-605 11190,777 12,000 125,000 28 P-606 21908,970 12,000 125.000 29 P-607 2,798.536 18.000 120.000 30 P-608 I,170,360 12,000 125,000 31 P-609 1,387.546 12,000 125,000 32 P-610 1,374.323 18,000 120,000 33 P-611 41016,248 18,000 120,000 34 P-612 4:418,517 12,000 125,000 35 j P-613 I 21752,384 12,000 1204000 36 P-614 3,261.027 12,000 125,000 37 P-615 21445,141 12.000 125,000 38 P-616 216494441 12.000 125,000 39 P-617 32794,679 12,000 125.000 40 P-618 11349.691 30,000 135,000 41 P-619 6,000.988 12.000 125,000 42 P-620 23992,491 12,000 125.000 43 P-621 2,170.625 48,000 140.000 44 P-622 11723.801 12,000 125.000 45 P-623 4,787.278 48,000 140,000 46 P-624 3,017.898 48.000 140,000 47 P-625 62572.045 30,000 1354000 48 P-626 11284,738 24,000 1304000 49 P-627 1,220.838 12.000 125,000 50 P-628 3,068.888 12AOO 125,000 51 _ P-629 2,885.801 12.000 125.000 52 P-630 3,025.125 12,000 125,000 53 P-631 23654,618 12,000 125,000 54 P-632 41690,146 30.000 135.000 55 P-633 41354,892 12,000 125,000 56 P-634 3,804,379 12.000 1256000 Date: Wednesday, June 20, 2012, Time: 10:23:37, Page 1 835 SERVICE AREA PIPES -INPUT DATA BASE ID (Char) Length (it) Diameter (in) Roughness (Double) 57 P. 871.286 8.000 125.000 58 P-636 ( 21907.427 12.00 1125.000 59 P-637 3,957,534 12.000 125,000 60 P-638 43247,158 12.000 125,000 61 P-639 4,652.377 30.000 135,000 62 P-640 22720.366 12.000 125,000 63 P-641 7,960.257 12.000 125,000 64 P-642 21792,237 12.000 125.000 65 P-643 21882.558 24.000 130.000 66 P-644 5,330.378 12.000 125,000 67 P-645 53746,249 12.000 1254000 68 P-646 51123.873 24.000 130,000 69 P-647 41978,755 18.000 125,000 70 P-648 51496,962 12.000 125,000 71 P-649 43745,773 12.000 125,000 72 P-650 418316585 12.000 1254000 73 P-651 2,671.639 12.000 125.000 74 P-652 49404,522 12.000 1254000 75 P-653 5,447.783 12.000 125,000 76 P-654 31785,206 24.000 130.000 77 P-655 5,925.631 12.000 125,000 78 P-656 11526,132 42,000 140,000 79 P-657 61123,586 48.000 140,000 80 P-658 554,652 12.000 125,000 81 P-659 31007,057 12.000 125,000 82 P-660 4,040.290 12.000 125.000 83 P-661 812.934 12.000 125,000 84 P-662 21551.877 12.000 125.000 85 P-663 621,095 12.000 125,000 86 P-664 21859,008 12.000 125.000 87 P-665 13365.222 12.000 125,000 88 P-666 523,711 12.000 125.000 89 P-667 2,946.359 12.000 125,000 90 P-668 3,555.694 12.000 125,000 91 P-669 695,980 12.000 125,000 92 P-670 21685,760 12.000 125,000 93 P-671 51568,439 12.000 125.000 94 P-672 11844,866 f 12.000 125.000 95 P-673 576,777 12.000 125.000 96 P-674 1,685.297 12.000 125,000 97 P-675 1,579.461 12.000 125,000 98 P-676 11977,636 12.000 125.000 99 P-677 61532.372 12.000 125,000 100 P-678 2,937.893 24.000 130,000 101 P-679 53575,281 12.000 125,000 102 P-680 61048,274 42.000 140.000 103 P-681 31144,009 24.000 130,000 104 P-682 5,009.110 24.000 130,000 105 P-683 31112.596 36.000 1354000 106 P-684 3,407.581 12.000 1259000 107 P-685 8,018.448 12.000 125.000 108 P-686 2,748.298 12.000 125,000 109 P-687 81831.986 12.000 125,000 110 P-688 3,383.020 12.000 125.000 111 P-689 5,775.866 12.000 125,000 112 P-690 31586,306 12.000 125,000 Date: Wednesday, June 20, 2012, Time: 10:23:37, Page 2 835 SERVICE AREA PIPES -INPUT DATA BASE * ID (Char) Length (ft) Diameter (in) Roughness (Double) 113 P-691 31521,601 12.000 125,000 114 P-692 51203,602 18.000 125.000 115 P-693 2,374.243 12.000 125.000 116 P-694 41437.670 12.000 1254000 117 P-695 61896,778 18.000 125,000 118 P-696 6,912.817 18.000 125,000 119 P-697 41727,923 18,000 125,000 120 P-698 61480,652 12.000 125.000 121 P-699 1,740,094 24.000 125,000 122 P-700 21881.190 36.000 135,000 123 P-701 41563,816 12.000 125,000 124 P-702 4,603.180 36.000 135,000 125 P-703 2,645.814 42.000 140,000 126 P-704 3,5314111 30.000 130,000 127 P-705 31172,060 12.000 125,000 128 P-706 41196.936 12.000 1254000 129 P-707 41435,941 12.000 125,000 130 P-708 711,865 24.000 130,000 131 P-709 4,396.068 30.000 130,000 132 P-710 2,561.068 12.000 125.000 133 P-711 4,581.681 12.000 125,000 134 P-712 21156.699 12.000 125,000 135 P-713 21648,383 12,000 125.000 136 P-714 3:453,530 24.000 130,000 137 P-715 61306,300 18.000 125.000 138 P-716 31428,452 12.000 125.000 139 P-717 61324.241 12.000 125.000 140 P-718 3,345.549 24.000 130,000 141 P-719 31087,478 12.000 125,000 142 P-720 31543.432 18.000 125.000 143 P-721 51502,951 12.000 125,000 144 P-722 51219,363 12.000 1254000 145 P-723 51335.061 12.000 125,00096 146 P-724 233.161 12.000 125.000 147 P-725 1,600.139 12.000 125.000 148 P-726 7,990.295 12.000p 125.000 149 P-727 614336827 12.000 125.000 150 P-728 %549.041 12.000 125.000 151 P-729 4,977.649 12.000 125.000 152 P-730 2,597.948 30.000 135.000 153 P-731 41539,497 �J 24.000 125,000 154 P-732 1,489.047 12.000 125.000 155 P-733 3,545.323 12.000 125,000 156 P-734 51445,921 12.000 125.000 157 _ P-735 967,756 12.000 125,000 158 P-736 21739.001 12.000 125.000 159 P-737 99836,852 12,000 125,000 160 P-738 5,384.970 12.000 125,000 161 P-739 518.957 42.000 140,000 162 P-740 4,325.539 42.000 140,000 163 P-741 3,376.655 42.000 140.000 164 P-742 3,926.881 12.000 125,000 165 P-743 15630,095 12.000 125.000 166 P-744 9644462 12.000 125,000 167 P-745 31924,682 12.000 125,000 168 P-746 11209.189 12.000 125,000 Date: Wednesday, June 20, 2012, Time: 10:23:37, Page 3 835 SERVICE AREA PIPES -INPUT DATA BASE ` ID (Char) Length (ft) Diameter (in) Roughness (Double) 169 P-747 2,998.067 12.000 125.000 170 P-748 41976,434 12.000 125,000 171 P-749 3,401.626 12.000 125,000 172 P-750 10228,882 12.000 125.000 173 P-751 31682.355 12.000 125.000 174 P-752 2,096.443 12.000 125.000 175 P-753 11657,331 12.000 125.000 176 P-754 1;315,410 12.000 125,000 177 P-755 455,786 12.000 125,000 178 P-756 943-015 12.000 125,000 179 P-757 51463.154 24.000 130,000 180 P-758 2,060.061 42.000 140.000 181 P-759 2,847.201 36.000 135,000 182 P-760 3/2114532 18.000 125,000 183 P-761 21376,525 12.000 125.000 184 P-762 32537.669 12.000 120.000 185 P-763 466,543 12.000 120,000 186 P-764 33635,670 12.000 120.000 187 P-765 438.449 12.000 120.000 188 P-767 3,220.822 12.000 125,000 189 P-768 3,038.192 12.000 125.000 190 P-769 5:375,102 30.000 135,000 191 P-770 2,184.506 36.000 135.000 192 P-771 73496.136 12.000 125,000 193 P-772 8,371.195 12.000 125,000 194 P-773 51752.266 12.000 125,000 195 P-774 5,768.822 12.000 125,000 196 P-775 41937.740 12.000 1254000 197 P-776 61022,052 12.000 125,000 198 P-777 113596884 12.000 125,000 199 P-778 7,958.646 30.000 135,000 200 P-779 33708,192 12.000 125,000 201 P-780 2,659.657 12.000 125,000 202 P-781 21562,744 12.000 125.000 203 P-782 768,214 24.000 130,000 204 P-783 21650.544 24.000 130,000 205 P-784 4,169,416 12.000 125,000 206 P-785 i 41747,492 12.000 125,000 207 P-786 21605.977 24.000 130,000 208 P-787 3,934.277 1 24.000 130.000 209 P-790 �1,795.968 12.000 125.000 210 P-791 31130,315 12.000 125,000 211 P-792 2,059.327 24.000 1304000 212 P-793 51635.081 18.000 125.000 213 P-794 446.249 12.000 125,000 214 P-795 3,303.251 12.000 125,000 215 P-796 33560.i38 12.000 1254000 216 P-797 31212,099 12.000 125,000 217 P-798 3,093.208 12.000 125,000 218 P-799 5,676.230 12.000 125.000 219 P-800 51157,318 12.000 125.000 220 P-801 6,279.189 12.000 125.000 221 P-802 31455.680 24.000 1304000 222 P-803 6,082.631 12.000 125,000 223 P-804 33471.011 12.000 125,000 224 P-805 11253,401 24.000 1304000 Date: Wednesday, June 20, 2012, Time: 10:23:37, Page 4 835 SERVICE AREA P1PES -INPUT DATA BASE' ID (Char) Length (ft) Diameter (in) Roughness (Double) 225 P-806 11791,903 12,000 125,000 226 P-812 130.716 24.000 130,000 227 P-813 631.868 12.000 125.000 228 P-814 41234,992 12.000 125,000 229 P-815 1,663.198 12.000 125,000 230 P-816 853.234 12.000 125,000 231 P-817 576,127 12,000 125.000 232 P-818 1,413.155 12.000 125,000 233 P-819 23348,168 12.000 125,000 234 P-820 21311,969 12.000 125.000 235 P-822 2,627.621 12.000 125.000 236 P-824 13755.251 12A00 125.000 237 P-827 90.114 12.000 125.000 238 P-828 23324.725 18,000 125,000 239 P-829 31875.280 24.000 130.000 240 P-837 51670,699 12.000 125,000 241 P-838 5,531.281 12,000 125.000 242 P-839 21925.132 12.000 125,000 243 P-840 3,547.200 12.000 125,000 244 P-841 6,639.634 12.000 125,000 245 P-842 3,872.917 12.000 125.000 246 P-843 3/4664014 ( 12.000 125.000 247 P-844 21787,383 12.000 125,000 248 P-845 7,564.887 ( 12.000 125,000 249 P-846 72877,117 12.000 125,000 250 M47 I 624,915 18.000 120,000 251 P-849 945.514 I 18.000 130,000 252 P-850 668.855 21.000 130,000 253 _ P-852 j 968.518 24.000 130.000 254 P-853 1,783.321 24.000 130,000 255 P-854 739.719 24.000 130,000 256 P-855 11312,050 24.000 130.000 257 P-856 1,303.719 24.000 125.000 258 P-857 542.098 24.000 130.000 259 P-904 242,754 8.000 110,000 260 P-924 1,419.491 8.000 110,000 261 P-925 540.939 8.000 110,000 262 P-926 4,199.944 8.000 110.000 263 P-927 3,109.512 8.000 110,000 264 P-928 1,957.023 8.000 110.000 265 P-929 1 i 1.089 12.000 120.000 266 P-934 11606,982 24.000 130.000 Date: Wednesday, June 20, 2012, Time: 10:23:37, Page 5 Pujnps -Input Data 835 SERVICE AREA PUMPS -INPUT DATA BO PUMP SET' ID (Char) Type (Int) Elevation (ft) Constant Power (hp) 1 SP_EX_PMP_01 0: Constant Power Input 705,000 65.000 2 SP_EX_PMP_02 0: Constant Power Input 705.000 65.000 3 SP_FUT_PMP_03 0: Constant Power Input 705.000 65.000 4 SP_FUT_PMP_04 0: Constant Power Input 705,000 65.000 5 SP_FUT_PMP_06 0: Constant Power Input 705,000 150.000 6 SP_FUT_PMP_07 0: Constant Power Input 705.000 150,000 7 SP_FUT_PMP_08 0: Constant Power Input 705.000 250,000 8 SP_FUT_PMP_09 0: Constant Power Input 7054000 250.000 9 SP_FUT_PMP_10 0: Constant Power Input 1 705.000 250,000 Date: Wednesday, June 20, 2012, Time: 10:25:56, Page 1 Ground StoVage -Input Data 835 SERVICE AREA GROUND STORAGE -INPUT DATA ' BASE' ID Type Elevation Minimum Level Maximum Level Initial Level Diameter 1 1 SOUTH_ PLANT_GSR 0: Cylindrical 705,000 1 0,000 404000 M670 1 196,000 Date: Wednesday, June 20, 2012, Time: 10:27:43, Page 1 Elevated Tanks -Input Data 835 SERVICE AREA ELEVATED TANKS -INPUT DATA * BASE * ID (Char) Elevation (ft) Maximurn Level (fl) Initial Level (ft) Diameter (ft) I T-01 795,000 40.000 26.670 93.000 2 T-02 7956000 40.000 26.670 93.000 3 T-03 795.000 40.000 26.670 93,000 4 T-04 795.000 40.000 26.670 93.000 5 T-05 795,000 40.000 26.670 93.000 6 T-06 795.000 40.000 26.670 93.000 7 T-08 795.000 40.000 26.670 93.000 Date: Wednesday, June 20, 2012, Time: 10:41:32, Page 1 Junction Nodes Pressure Results 835 SERVICE AREA NO Date: Wednesday, June 20, DES -MAXIMUM/MINIMUM PRESSURE RESULTS ID Max.Value (psi) Max.Time (firs.) Min.Value (psi) __ Min.Time (hrs.) Average (psi) Difference (psi) 1 J-105 67.018 14:00 54,853 29:00 62.974 12.165 2 J-106 67.924 14:00 57,753 30:00 64.393 10,171 3 J-237 97,434 48:00 82,897 29:00 919895 14,537 4 J-238 95.265 48:00 80,686 29:00 894717 14.579 5 J-239 97,426 48:00 82,748 29:00 91.858 14.678 6 J-240 101,754 48:00 86,997 29:00 96.171 14.757 7 J-241 103.921 48:00 89.164 29:00 98,337 14,756 8 J-242 101.754 48:00 86,989 29:00 96,168 14.765 9 J-257 59,318 48:00 46,189 29:00 54,061 13,130 _ 10 J 259 68.860 48:00 60.121 30:00 65.446 8.739 11 J-260 98.271 48:00 88,355 29:00 94.748 9,916 12 J-261 91,692 14:00 81,756 29:00 88.349 9,935 13 J-262 87,276 14:00 77,523 29:00 83,990 9,754 14 J-263 90,895 15:00 82,722 30:00 87,903 8,173 15 J-333 52.388 48:00 39,261 2900 47.131 13.126 16 J-353 53,244 48:00 41,181 29:00 48,213 MOM17 J-354 67,434 48:00 57.025 29:00 62.760 10,409 18 J-355 69.025 48:00 58,145 29:00 64.295 10.880 19 J-372 67,209 15:00 58,890 30:00 64,262 8,319 20 J-375 78,055 48:00 65,557 29:00 72,932 12.497 21 J-376 78,262 48:00 67.766 29:00 73.571 10.496 22 J-377 70.748 48:00 58,976 29:00 65,778 11,772 23 J-378 78.549 48:00 66,759 29:00 73,576 11,790 24 J-379 94,009 48:00 80,207 29:00 88,620 13,802 25 J380 69,376 48:00 56,769 29:00 64,229 12,607 26 J-404 56.159 15:00 47.423 30:00 53.071 8.736 27 J-424 80,212 48:00 67,599 29:00 75,063 12,612 28 J-425 60,649 48:00 48.476 29:00 55.585 12,172 29 J-600 62,795 35:00 55.370 16:00 58.752 7,425 30 J-601 61,779 35:00 54,181 28:00 57,690 7,598 31 J-602 62.934 48:00 53,893 29:00 58.599 9,041 32 J-603 54,301 48:00 45,519 29:00 50,144 8,782 33 J-604 57.716 48:00 46,300 29:00 52,972 11,416 34 J-605 54.471 48:00 43.149 29:00 49,733 11,322 35 J-606 53.108 48:00 42,757 29:00 48.499 10,352 36 J-607 52.661 48:00 42,693 29:00 48,092 9,969 37 J-608 56,212 48:00 45,800 29:00 51,581 10,413 38 J-609 59.943 48:00 48.774 29:00 55,253 11.169 39 J-610 59,075 48:00 46,525 29:00 54,604 12.550 40 J-611 62,327 48:00 50,685 29:00 57,643 11,642 41 J-612 63,605 14:00 53.587 30:00 60,146 10,018 42 J-613 76,436 48:00 66,663 30:00 73,072 9.773 43 J-614 58.140 48:00 50.285 29:00 54,343 7,856 44 J-615 60,810 48:00 53,376 29:00 56.987 7.433 45 J-616 74,204 48:00 65,811 30:00 70,478 8,393 46 J-617 67.981 11:00 58.190 30:00 64,688 9,792 47 J-618 56,097 14:00 42,757 29:00 51,702 13,340 48 J-619 62,481 14:00 49,263 29:00 58,127 13,218 49 J-620 66.159 14:00 54,005 29:00 62.120 12,154 50 J-621 59.440 14:00 48,813 30:00 55.658 10.627 51 J-622 51.886 14:00 38,043 29:00 47,285 13,843 52 J-623 59.779 14:00 46,293 29:00 55.259 13,486 53 J-624 65.859 14:00 55.090 31:00 62,014 10.769 54 J-625 55,622 14:00 42.093 29:00 51.062 13.529 55 J-626 77,791 15:00 66,348 31:00 73.506 11,442 56 J-627 86,921 15:00 75.463 31:00 82,529 11,458 835 SERVICE AREA NODES -MAXIMUM/MINIMUM PRESSURE RESULTS L57 ID Max.Value (psi) Max.Time (hrs.) Min.Value (psi) Min.Time (hrs.) Average (psi) Difference (psi) J-628 52.086 15:00 38.641 29:00 47.462 13.445 58 J-629 81.909 15:00 70.412 31:00 77.541 11.497 59 J-630 73.850 15:00 62.423 32:00 69.413 11.427 60 J-631 75.006 14:00 63.681 31:00 70.797 11.325 61 J-632 78.816 14:00 67.364 30:00 74.625 11.452 62 J-633 70.477 11:00 60.478 30:00 66.996 9.998 63 J-634 95.759 48:00 86.605 30:00 92.201 9.154 64 J-635 97.205 48:00 88.270 30:00 93.584 8.935 65 J-636 60.579 48:00 52.931 29:00 56.736 7.649 66 J-637 66.645 48:00 58.991 29:00 62.800 7.655 67 J-638 58.846 48:00 51.193 29:00 55.001 7.653 68 J-639 59.180 48:00 51.024 29:00 55.349 8.156 69 J-640 72.481 48:00 63.847 29:00 68.694 8.634 70 J-641 78.543 48:00 70.060 29:00 74.783 8.483 71 J-642 70.149 48:00 61.270 29:00 66.368 8.878 72 J-643 93.807 48:00 84.837 30:00 90.152 8.970 73 J-644 89.834 48:00 80.594 30:00 86.196 9.241 74 J-645 100,964 48:00 91.699 30:00 97.353 9,265 75 J-646 80.087 48:00 68.919 29:00 76.250 11.168 76 J-647 99.071 14:00 86.904 29:00 94.924 12.167 77 J-648 90.811 1400 79.781 30:00 86.967 11.030 78 J-649 79.954 11:00 70.010 30:00 76.533 9.944 79 J-650 84.439 i4:00 73.817 30:00 80.702 10.622 80 J-651 86.450 14:00 74.927 30:00 82.210 11.523 81 J-652 75.717 15:00 64.247 31:00 71.395 11.469 J-653 70.268 15:00 58.747 31:00 65.761 11.522 ff82 J 654 80.577 15:00 69.008 32:00 76.039 11.569 J-655 60.582 15:00 48.947 32:00 55.976 11.635 85 J-656 72.722 15:00 61.092 32:00 68.214 11.629 86 J-657 63.392 15:00 51,899 32:00 58.982 11.493 87 J-658 51.825 1500 40.136 32:00 47.258 11.689 88 J-659 50.914 15:00 39.308 3100 46.5$5 11.606 89 J-660 56A42 15:00 44.855 31:00 52.084 11.287 90 J-661 64.933 14:00 53.907 31:00 61.023 11.026 91 J-662 99.549 11:00 89.243 30:00 95.978 10.307 92 J-663 85.347 11:00 74.422 30:00 81.543 10.925 93 J-664 98.924 11:00 87.175 30:00 94.771 11.749 94 J-665 70.371 15:00 58.561 31.00 66.229 11.811 95 J-666 68.638 15:00 57.022 31:00 64.579 11.616 96 J-667 57.731 14:00 45.475 29:00 53.291 12.256 97 J-668 91.733 14:00 78.532 29:00 87.351 13.201 98 J-669 94,788 14:00 75.852 29:00 89.235 18.936 99 J-670 88.605 14:00 68.471 29:00 82.801 20.134 100 J-671 69.147 11:00 55.969 29:00 64.706 13.178 101 J•672 93.740 14:00 74.192 29:00 87.995 19,548 102 J-673 76.409 14:00 57.570 29:00 70.753 18.839 103 J-674 97.991 14:00 78.441 29:00 92.148 19.550 104 J-675 87.131 14:00 67.425 29:00 81.237 19.706 105 J-676 97.933 14:00 78.336 29:00 92.033 19.597 106 J-677 93.787 1400 81.649 29:00 89.260 12.138 107 J-678 69.985 14:00 58.109 30:00 65.513 11.877 108 J-679 61.234 15:00 49.454 3000 56.734 11.780 109 J-680 91.498 14:00 79.189 29:00 86.924 12.309 110 J-681 71.578 15:00 58.757 29:00 66.635 12.821 111 J-682 62.704 35:00 55.328 16:00 58.656 7.376 112 J-683 83.609 35:00 75.954 28:00 79.528 7.655 Date: Wednesday, June 20, 2012, Time: 10:44:15, Page 2 835 SERVICE AREA NODES -MAXIMUM/MINIMUM PRESSURE RESULTS ID Max.Value (psi) Max.Time (firs.) Min.Value (psi) Min.Time (hrs.) Average (psi) Difference (psi) 113 J- 884 102,687 48:00 94.419 29:00 98.464 8.268 114 J-685 93.201 48:00 84.623 29:00 88.910 8.578 115 J-686 57.358 48:00 48.928 29:00 53.091 8.430 116 J-687 60.482 48:00 50.280 29:00 55.864 10.202 117 J-688 85.567 48:00 74.439 29:00 80.736 11.128 118 J-689 76.006 48:00 64.921 29:00 71.194 11.086 119 J-690 69.032 48:00 58.347 29:00 64.285 10.684 120 J-691 61.968 48:00 51.414 29:00 57.274 10.553 121 J-692 59.274 48:00 48.822 29:00 54.626 10.452 122 J-693 66.568 48:00 56.161 29:00 61.895 10A07 123 J-694 91.163 48:00 82.481 29:00 86.864 8.682 124 J-695 72.370 48:00 63.061 29:00 67.976 9.309 125 J-696 60.185 48:00 48.662 29:00 55.319 11.524 126 J-698 54.016 48:00 41.924 29:00 48.983 12.092 127 J-699 65.028 48:00 53.921 29:00 60.210 11.107 128 J-700 72.112 48:00 60.559 29:00 67.487 11.553 129 J-701 91.154 48:00 81.430 29:00 86.888 9.723 130 J-702 80.670 48:00 71.136 29:00 76.259 9.534 131 J-703 83.153 48:00 68.933 29:00 77.875 14.220 132 J-704 101.292 48:00 88.402 29:00 96.857 12.890 133 J-705 77.026 48:00 65.462 29:00 72.822 11.564 134 J-706 62.316 48:00 50.274 29:00 58.317 12.042 135 J-707 96.550 48:00 86.005 29:00 92.968 10.545 136 J-708 71.536 48:00 62.593 30:00 67.886 8.943 137 J-709 76.594 48:00 64.494 29:00 71.753 12.100 138 J-710 87.862 48:00 77.605 29:00 83.898 10.257 139 J-711 65.867 15:00 57.502 30:00 62.911 8.366 140 J-712 71.257 15:00 63.371 32:00 68.200 7.886 141 J-713 95.135 15:00 87.074 30:00 92.106 8.060 142 J-715 56.026 15:00 47.028 30:00 52.838 8.998 143 J-716 49,961 15:00 40.981 30:00 46.776 8.980 144 J-717 51.699 15:00 42.735 30:00 48.518 8.965 145 J-718 61.202 1500 52.224 30:00 58.003 8.978 146 J-719 74.100 15:00 65.152 30:00 70.841 8.949 147 J-720 75.379 15:00 66.466 30:00 72.094 8.914 148 J-721 71A08 15:00 62.477 29:00 68.058 8.931 149 J-722 84.401 15:00 75.494 29:00 81.019 8.907 150 J-723 68.844 15:00 60.343 30:00 65.516 8.501 151 J-724 77.748 15:00 69.756 32:00 74.646 7.992 152 J-725 63.790 15:00 54.711 30:00 60.575 9.079 153 J-726 54.270 15:00 45.226 30:00 51.066 9.044 154 J-729 60.651 48:00 48.473 29:00 55.586 12.178 155 J-730 66.299 48:00 54.069 29:00 61.220 12.230 156 J-731 70.752 48:00 58.995 29:00 65.785 11.756 157 J-732 63.701 48:00 51.259 29:00 58.593 12.442 158 J-733 61.981 48:00 49.409 29:00 56.851 12.572 159 J-734 88.910 15:00 75.692 29:00 84.007 13.218 160 J-735 89,107 14:00 75.807 29:00 84.281 13.300 161 J-736 89.390 14:00 68.932 29:00 83.489 20.458 162 J-737 86.898 14:00 66.929 29:00 81A30 19.969 163 J-738 78.042 48:00 63.662 29:00 72.695 14.380 164 J-739 100,311 48:00 86.382 29:00 94.999 13.928 165 J-740 52.904 48:00 41.694 29:00 48.221 11.211 166 J-741 67.532 11:00 57.532 30:00 64.05 110,000 167 J-744 68.686 15:00 56.589 31:00 64.416 12.096 Date: Wednesday, June 20, 2012, Time: 10:44:15, Page 3 Pipes —Flow Results 835 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (firs.) Min.Value (mgd) Min.Time (firs.) Average (mgd) Difference (mgd) 1 P-105 0.206 29:00 0.006 35:00 0.075 0.200 2 P-276 0.923 29:00 0.185 35:00 0.413 0.738 3 P-277 0.311 29:00 0.062 35:00 0.139 0.248 4 P-278 0.110 29:00 0.022 35:00 0.049 0.088 5 P-279 0.411 29:00 0.082 35:00 0.184 0.329 6 P-280 0.321 29:00 0.064 35:00 0.144 0.256 7 P-281 0.012 29.00 0.002 35:00 0.005 0.010 8 P-282 0.133 29:00 0.027 35:00 0.059 0.106 9 P-303 1.217 29:00 0.517 16:00 0.871 0.700 10 P-304 1.000 35:00 0.234 16:00 0.707 0.766 11 P-307 0.195 35:00 0.058 16:00 0.117 0.137 12 P-308 0.087 35:00 0.000 12:00 0.024 0.087 13 P-309 0.064 35:00 0.000 12:00 0.018 0.064 14 P-310 0.298 29:00 0.000 07:00 0.091 0.298 15 P-409 0.024 30:00 0.010 16:00 0,017 0.014 16 P-440 0.266 29:00 0.003 42:00 0.100 0.263 17 P-441 0.122 29:00 0.038 14:00 0.065 0.084 18 P-445 0.352 29:00 0.135 15:00 0.214 0.217 19 P-524 1.154 29:00 0.298 14:00 0.575 0.856 20 P-525 3.137 36:00 0.079 30:00 1.848 3.058 21 P-595 0.934 29:00 0.313 14:00 0.514 0.621 22 P-600 8.285 29:00 3.367 15:00 5.363 4.918 23 P-601 1.880 29:00 0.792 15:00 1.321 1.088 24 P-602 0.927 33:00 0.290 16:00 0.649 0.637 25 P-603 1.416 29:00 0.582 15:00 0.878 0.834 26 P-604 0.627 31:00 0.257 16:00 0.467 0.370 27 P-605 1.873 30:00 0.822 15:00 1.401 1.051 28 P-606 0.954 29:00 0.333 14:00 0.534 0.621 29 P-607 4.439 29:00 1.804 15:00 2.855 2.635 30 P-608 1.074 29:00 0.461 15:00 0,786 0.613 31 P-609 0.326 33:00 0.048 52:00 0.207 0.278 32 P-610 2.727 29:00 1.143 15:00 1.891 1.585 33 P-611 2.374 29:00 1.653 15:00 1.798 1.321 34 P-612 0.436 30:00 0.172 16:00 0.315 0.264 35 P-613 1.741 31:00 0.761 16:00 1.342 0.980 36 P-614 1.122 29:00 0.464 15:00 0.793 0.658 37 P-615 1.376 31:00 0.546 16:00 1.041 0.830 38 P-616 1.211 31:00 0.478 1600 0.919 0.733 39 P-617 1.241 29:00 0.004 35:00 0.452 1.237 40 P-618 9.849 29:00 4.731 16:00 7.693 5.119 41 P-619 1.088 35:00 0.042 16:00 0.578 1.046 42 P-620 0.639 35:00 0.010 67:00 0.256 0.630 43 P-621 45.820 31:00 19.596 15:00 34.906 26.224 44 P-622 1.344 29:00 0.533 15:00 0.844 0.811 45 P-623 48.079 31:00 20.666 15:00 36.651 27.413 46 P-624 44.612 31:00 18.605 16:00 33.842 26.007 47 P-625 13.645 33:00 5.228 16:00 10.280 8.417 48 P-626 4.919 35:00 0.059 53:00 2.421 4.860 49 P-627 6.869 29:00 0.162 59:00 0.492 0.707 50 P-628 1.442 35:00 0.579 16:00 1.040 0.863 51 P-629 0.403 35:00 0.005 16:00 0.161 0.399 52 P-630 1.185 35:00 0.365 16:00 0.764 0.820 53 P-631 1.038 29:00 0.467 16:00 0.752 0.571 54 P-632 9.069 35:00 3.809 16:00 6.864 5.260 55 P-633 1.246 29:00 0.004 72:00 0.375 1.241 56 P-634 0.918 35:00 0.331 16:00 0.612 0.587 Date: Wednesday, June 20, 2012, Time: 10:46:05, Page 1 835 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 57 P-635 0.065 55:00 0.019 15:00 0.044 0.047 58 P-636 0.481 29:00 0.160 00:00 0.285 0.320 59 P-637 0.769 35:00 0.262 16:00 0.508 0.507 60 P-638 1.358 29:00 0.034 47:00 0.428 1.324 61 P-639 8.252 35:00 1.939 52:00 4.963 6.313 62 P-640 1.033 35:00 0.198 16:00 0.532 0.835 63 P-641 1.052 29:00 0.032 37:00 0.334 1.020 64 P-642 1.086 29:00 0.180 35:00 0.506 0.906 65 P-643 7.649 35:00 0.399 53:00 3.415 7.250 66 P-644 0.403 35:00 0.002 16:00 0.158 0.401 67 P-645 1.118 29:00 0.002 34:00 0.332 1.115 68 P-646 3,499 29:00 0.901 00:00 1.780 2.598 69 P-647 1.284 36:00 0.278 00:00 0.862 1.005 70 P-648 0.394 35:00 0.006 51:00 0.188 0.388 71 P-649 0.747 35:00 0.007 16:00 0.310 0.739 72 P-650 0.834 29:00 0.282 00:00 0.475 0.552 73 P-651 0.793 35:00 0.105 52:00 0.420 0.688 74 P-652 0.919 29:00 0.375 00:00 0.574 0.544 75 P-653 1.069 29:00 0.325 00:00 0.739 0.744 76 P-654 4.444 35:00 0.016 50:00 1.676 4.428 77 P-655 1.014 35:00 0.294 16:00 0.678 0.719 78 P-656 29.173 33:00 11.698 16:00 21.848 17.475 79 P-657 29.949 31:00 12.431 16:00 22.676 17.518 80 P-658 1.170 29:00 0.498 15:00 0.849 0.672 81 P-659 0.046 29:00 0.009 35:00 0.021 0.037 82 P-660 0.018 29:00 0.004 35:00 0.008 0.014 83 P-661 0.081 29:00 0.016 35:00 0.036 0.065 84 P-662 1.000 31:00 0.432 15:00 0.764 0.568 85 P-663 1.246 29:00 0.517 15:00 0.868 0.729 86 P-664 0.939 31:00 0.404 15:00 0.719 0.535 87 P-665 0.395 29:00 0.003 60:00 0.126 0.392 88 P-666 0.774 29:00 0.001 33:00 0.232 0.773 89 90 P-667 P-668 0.725 0.619 31:00 35:00 0.303 0.202 16:00 16:00 0.547 0.438 0.421 0.417 91 P-669 0.477 35:00 0.005 28:00 0.237 0.472 92 P-670 0.964 31:00 0.404 16:00 0.733 0.560 93 P-671 0.717 31:00 0.288 16:00 0.540 0.429 94 P-672 0.860 29:00 0.363 15:00 0.635 0.497 95 P-673 0.739 35:00 0.276 16:00 0.526 0.463 96 P-674 0.513 29:00 0.003 14:00 0.166 0.510 97 P-675 1.018 29:00 0.430 15:00 0.745 0.588 98 p-676 1.907 29:00 0.785 15:00 1.322 1.122 99 P-677 0.720 33:00 0.290 15:00 0.533 6.430 100 P-678 6.192 _ 29:00 2.353 15:00 3.877 3.838 101 P-679 0.593 35:00 0.136 16:00 0.364 0.457 102 P-680 27.634 33:00 10.584 16:00 20.359 17.051 103 P-681 7.149 29:00 2.610 15:00 4.065 4.539 104 P-682 2.766 35:00 0.036 61:00 1 A 12 2.730 105 P-683 12.999 34:00 5.257 16:00 9.836 7.742 106 P-684 1.049 29:00 0.443 00:00 0.706 0.606 107 P-685 0.274 34:00 0.055 00:00 0.182 0.219 108 P-686 0.917 35:00 0.150 52:00 0.445 0.767 109 P-687 0.357 35:00 0.076 00:00 0.193 0.281 110 P-688 0.742 35:00 0.145 53:00 0.409 0.596 Ill P-689 0.436 36:00 0.134 00:00 0.317 0.302 112 P-690 0.328 38:00 0.087 00:00 0.201 0.241 Qate: Wednesday, June 201 2012, Time: 10:46:05, Page 2 835 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 113 P-691 0.520 3500 0.003 51:00 0.203 0.517 114 P-692 1.532 36:00 0.034 54:00 0.788 1.498 115 P-693 0.848 29:00 0.005 46:00 0.248 0.843 116 P-694 0.713 29:00 0.009 58:00 0,188 0.704 117 P-695 2.149 35:00 0.033 04:00 0.905 2.115 118 P-696 1.655 35:00 0.013 6500 0.696 1.641 119 P-697 1.792 38:00 0.443 00:00 1.226 1.349 120 P-698 0.692 29:00 0.012 07:00 0.253 0.681 121 P-699 7.629 35:00 0.248 68:00 2.905 7.381 122 P-700 10.774 35:00 2.990 16:00 6.976 7.785 123 P-701 0.756 29:00 0.206 14:00 0.379 0.550 124 P-702 11.794 35:00 4.312 16:00 8.481 7.483 125 P-703 I 20.785 32:00 8.281 16:00 15.740 12.503 126 P-704 1 7.847 31:00 2,723 16:00 5.581 5.124 127 P-705 1.096 29:00 0.345 10:00 0.539 0.750 128 P-706 0.484 35:00 0,008 69:00 0.232 0.476 129 P-707 0.853 29:00 0.011 41:00 0.283 0.842 130 P-708 5.495 35:00 0.042 15:00 2.389 5.454 131 P-709 6.855 31:00 1.672 16:00 4.556 5.182 132 P-710 0.384 30:00 0.007 66:00 0.175 0.378 133 P-711 1.074 29:00 0.273 14:00 0.530 0.800 134 P-712 1.521 29:00 0.428 14:00 v 0.747 1.093 135 P-713 1.318 29:00 0.006 59:00 0.493 1.312 136 P-714 5.284 29:00 2.027 15:00 3.362 3.257 137 P-715 3.771 29:00 0.875 14:00 1.744 2.896 138 P-716 0.785 29:00 0.213 14:00 0.383 0.572 139 P-717 1.436 29:00 0.232 35:00 0.643 1.204 140 P-718 2.905 35:00 0.338 16:00 1.255 2.567 141 P-719 1.019 29:00 0.265 10:00 0.466 0.754 142 P-720 4.387 29:00 0.171 25:00 1.337 4.216 143 P-721 1.488 29:00 0.331 14:00 0.702 1.157 144 P-722 0.449 29:00 0.001 47:00 0.123 0.448 145 P-723 1.862 29:00 0.323 35:00 0.817 1.539 146 P-724 0.725 29:00 0.215 14:00 0.398 0.511 147 P-725 0.408 29:00 0.140 00:00 0.256 0.269 148 P-726 1.571 29:00 0.366 14:00 0.726 1.205 149 P-727 0.280 35:00 0.002 02:00 0.081 0.278 150 P-728 1.259 29:00 0.293 14:00 0.575 0.966 151 P-729 1.660 29:00 0.077 48:00 0.639 1.582 152 P-730 4.871 29:00 1.408 14:00 2.431 3.463 153 P-731 6.015 29:00 1.910 00:00 3.286 4.104 154 P-732 0.845 35:00 0.008 67:00 0.280 0.837 155 P-733 1.187 29:00 0.061 59:00 0.512 1.126 156 P-734 0.821 29:00 0.040 15:00 0.297 0.780 157 P-735 0.936 35:00 0.228 00:00 0.502 0.709 158 P-736 0.603 29:00 0.029 34:00 0.248 0.573 159 P-737 0.571 36:00 0.132 00:00 0.325 0.439 160 P-738 1.234 29:00 0.000 07:00 0.409 1.234 161 P-739 23.852 29:00 9.822 15:00 15.802 14.030 162 P-740 23.717 29:00 9.775 15:00 15.742 13,941 163 P-741 22.356 29:00 9.249 15:00 14.935 13.106 164 P-742 0.306 29:00 0.005 23:00 0.087 0.301 165 P-743 1.225 29:00 0.479 15:00 0.746 0.746 166 P-744 1355 29:00 0.699 15:00 1.092 1.056 167 P-745 0.309 29:00 0.124 16:00 0.219 0.185 168 P-746 0.514 29:00 0.002 25:00 0.156 0.512 Date: W ednesday, June 20, 2012, Time: 10:46:05, Page 3 835 SERVICE AREA PIPES -FLOW RESULTS ID Max.ValUe (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) P-747 1.205 29:00 0.487 15:00 0.765 0.718 k17 P-748 0.545 29:00 0.075 35:00 0.256 0.470 P-749 1.285 29:00 0.486 14:00 0.751 0.798 P-750 0.214 35:00 0.001 15:00 0.087 0.213 173 P-751 0.375 29:00 0.000 56:00 0.090 0.375 174 P-752 0.669 29:00 0.245 14:00 0.406 0.424 175 P-753 0.416 35:00 0,007 52:00 0.236 0.409 176 P-754 0.398 35:00 0.005 16:00 0.202 0.394 177 P-755 0.380 35:00 0.009 20:00 0,171 0.371 178 P-756 1.691 29:00 0,461 14:00 0.849 1.229 179 P-757 4.999 29:00 1.670 14:00 2.745 3.329 180 P-758 21.731 29:00 9.056 15:00 14.757 12.675 181 P-759 16.186 29:00 6.918 16:00 11.768 9.268 182 P-760 2.866 29:00 0.966 14:00 1.577 1.900 183 P-761 0.792 29:00 0.337 16:00 0.596 0.455 184 P-762 0.937 29:00 0.360 14:00 0.565 0.577 185 P-763 0.690 30:00 0.262 16:00 0.536 0.428 186 P-764 0.684 29:00 0.223 14:00 0.372 0.461 187 P-765 1,908 29:00 0.758 15:00 1.162 1.150 188 P-767 1.044 35:00 0.380 16:00 0.784 0.665 189 P-768 0.994 29:00 0.003 47:00 0.355 0.992 190 P-769 10.010 33:00 3.838 16:00 7.852 6.172 191 P-770 12.728 30:00 5.420 16:00 9.881 7.308 192 P-771 1.222 29:00 0,480 15:00 0.752 0.742 193 P-772 0.860 `0.596 35:00 0.213 16:00 0.562 0.647 194 P-773 29:00 0.014 48:00 0.211 0.582 195 P-774 0.565 35.00 0.002 28:00 0.278 0.563 196 P-775 0.576 29:00 0.000 02:00 0.203 0.575 197 P-776 0.700 35:00 0.106 16:00 0.373 0.594 198 P-777 2.153 29:00 0.734 14:00 1.172 1.418 199 P-778 9.770 35:00 2.642 16:00 6.669 7.128 200 P-779 0.842 30:00 0.316 16:00 0.618 0.525 201 P-780 1.013 29:00 0.258 14:00 0.489 0.755 202 P-781 1.318 35:00 0.063 51:00 0.674 1.256 203 P-782 8.429 35:00 0.521 52:00 4.609 7.908 204 P-783 3.306 29:00 0.615 33:00 0.810 3.291 205 P-784 1.314 35:00 0.042 19:00 0.595 1.271 206 P-785 1.106 29:00 0.008 70:00 0.407 1.098 207 P-786 2.994 36:00 0.181 54:00 1.559 2.813 208 P-787 2.422 36:00 0.031 51:00 1.018 2.391 209 P-790 0.823 29:00 0.228 14:00 0.427 0.594 210 P-791 0.152 29:00 0.001 41:00 0.039 0.151 211 P-792 1.056 29:00 0.094 35:00 0.415 0.962 212 P-793 2.286 29:00 0.548 14:00 1.083 1.738 213 P-794 0.601 29:00 0.222 00:00 0.386 0.379 214 P-795 0.402 36:00 0.133 00:00 0.252 0.269 215 P-796 0.297 36:00 0.001 22:00 0.107 0.295 216 P-797 1.105 29:00 0.207 14:00 0.461 0.898 217 P-798 0.377 36:00 0.131 00:00 0.241 6246 218 P-799 0.279 35:00 0.000 44:00 0.071 0.278 219 P-800 0.431 29:00 0.000 38:00 0.140 0.431 220 P-801 0.802 29:00 0.002 09:00 0.283 0.800 221 P-802 3.253 35:00 0.030 04:00 1.339 3.223 222 P-803 0.224 29:00 0.052 14:00 0.106 0.173 223 P-804 0.196 29:00 0.022 35:00 0.082 0.174 224 P-805 0.471 30:00 0.197 16:00 0.343 0.274 Date: Wednesday, June 20, 2012, Time: 10:46:053 Page 4 835 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 225 P-806 0.386 29:00 0.060 1 35:00 O.i67 0.326 226 P-812 1.108 I 29:00 0.362 14:00 0.603 0.746 227 P-813 0.284 29:00 0.002 64:00 0.091 0.282 228 P-814 0.447 29:00 0.168 14:00 0.265 0.280 229 P-815 0.889 29:00 0.219 14:00 0.425 0.670 230 P-816 0.461 29:00 0.128 14:00 0.233 0.333 231 P-817 0.093 35:00 0.001 15:00 0.045 0.092 232 P-818 0.470 29:00 0.003 09:00 1 0.127 0.467 233 P-819 0.261 29:00 I 0.000 23:00 0.061 0.261 234 P-820 0.145 35:00 0.003 20:00 0.072 0.142 235 P-822 0.474 29:00 0.060 35:00 0.195 0.414 236 P-824 1.269 1 29:00 0.342 14:00 0.630 0.927 237 P-827 0.252 35:00 0.001 43:00 0.105 0.252 238 P-828 2.175 29:00 0.821 14:00 1.267 1.355 239 P-829 8.097 35:00 0.025 52:00 4.185 8.072 240 P-837 0.411 35:60 0.002 15:00 0.148 0.409 241 P-838 0.506 35:00 0.068 00:00 0.236 0.438 242 P-839 0.921 29:00 0.293 00:00 0.575 0.628 243 P-840 0.638 29:00 0.016 48:00 0.232 0.621 244 P-841 0.291 29:00 0.115 00:00 0.185 0.176 245 P-842 0.260 I 29:00 0.088 00:00 0.139 0.171 246 P-843 0.717 29:00 0.185 I 14:00 0.344 0.532 247 P-844 0.266 35:00 0.000 44:00 0.095 0.265 248 P-845 0.454 29:00 0.194 16:00 0.343 0.261 249 P-846 1.090 29:00 0.409 14:00 0.628 0.681 250 P-847 1.741 31:00 0.761 1600 1.342 0.980 251 P-849 4.073 29:00 0.013 15:00 1.434 4.061 252 P-850 7.162 29:00 0.050 41:00 1.934 7.112 253 P-852 8.156 29:00 0.007 01:00 2.164 8.149 254 P-853 5.446 29:00 0.014 06:00 1.663 5.432 255 I PP-854 8.224 29:00 0.037 62:00 2.718 8.187 256 j P-855 5.620 29:00 0.133 1 27:00 1.909 5.487 257 P-856 1 8.151 29:00 0.008 41:00 2.263 8.143 258 1 P-857 9.519 29:00 0.036 40:00-�2.694 9.483 259 ' P-904 0.067 29:00 0.013 35:00 0.030 0.054 260 P 924 0.093 29:00 0.019 35:00 0.041 0.074 261 P-925 0.093 29:00 0.019 35:00 0.041 0.074 262 P-926 0.219 29:00 0.045 35:00 0.099 0.174 263 P-927 0.245 29:00 0.047 35:00 0.109 0197 264 ; P-928 0.279 29:00 0.056 35:00 0.125 0.223 265 P-929 0.500 i 29:00 0.179 14:00 0.289 0.321 266 P-934 5.533 35:00 0.039 1 69:00 1.994 1 5.494 Date: Wednesday, June 20, 20t2, Time: 10:46:05, Page 5 Pipes —Velocity Results 835 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (fUs) Max.Time (hrs.) Min.Value (fUs) Min.Time (hrs.) Average (fUs) Difference (fUs) 1 P-105 1.627 29:00 0.049 35:00 0.590 1.578 2 P-276 1.817 29:00 0.364 35:00 0.814 1.454 3 P-277 0.612 29:00 0.122 35:00 0.274 0.489 4 P-278 0.487 29:00 0.098 35:00 0.218 0.390 5 P-279 0.810 29:00 0.162 35:00 0.363 0.648 6 P-280 0.632 29:00 0.127 35:00 0.283 0.505 P-281 0.053 29:00 0.010 35:00 0.024 0.043 8 P-282 0.262 29:00 0.052 35:00 0.117 0.209 9 r7 P-303 2.397 29:00 1.019 16:00 1.715 1.379 i0 P•304 1.970 35:00 0.461 16:00 1.392 1.508 11 P-307 1.534 35:00 0.454 16:00 0,920 1.081 12 P-308 0.687 35:00 0.000 12:00 0.192 0.687 13 P-309 0.506 35:00 0.000 12:00 0.141 0.505 14 P-310 2.346 29:00 0.002 07:00 0.713 2.345 15 P-409 0.106 30:00 0.044 16:00 0.077 0.061 16 P-440 0.524 29:00 0.006 42:00 0.196 0.518 17 P-441 0.959 29:00 0.300 14:00 0.514 0.659 18 P-445 1.560 29:00 0.599 15:00 0.948 0.961 19 P-524 2.273 29:00 0.587 14:00 1.132 1.686 20 P-525 1.545 36:00 0.039 30:00 0.910 1.506 21 P-595 1.840 29:00 0.617 14:00 1.013 1.224 22 P-600 4.080 29:00 1.658 15:00 2.641 2.422 23 P-601 3.703 29:00 1.560 15:00 2.603 2.143 24 P-602 1,827 33:00 0.572 16:00 1.279 1.255 25 P-603 2.789 29:00 1.147 15:00 1.729 1.643 26 P-604 1.235 31:00 0.506 16:00 0.920 0,729 27 P-605 3.690 30:00 1.619 15:00 2.760 2.070 28 P-606 1.880 29:00 0.656 14:00 1.053 1.224 29 P-607 3.886 29:00 1.579 15:00 2.499 2.307 30 P-608 2.115 29:00 0.908 15:00 1.548 1.207 31 P-609 0.642 33:00 0.095 52:00 0.408 0.547 32 P-610 2.388 29:00 1.000 15:00 1.656 1.388 33 P-611 2.078 29:00 0.922 15:00 1.574 1.157 34 P-612 0.859 30:00 0.338 16:00 0.621 0.520 35 P-613 3.429 31:00 1.499 16:00 2.644 1.930 36 P-614 2.211 29:06 0.914 15:00 1.561 1.296 37 P-615 2.711 31:00 1.076 16:00 2.051 1.635 38 P-616 2.386 31:00 0.942 16:00 1.810 1.445 39 P-617 2.445 29:00 0.009 35:00 0891 2.436 40 P-618 3.104 29:00 1.491 16:00 2.425 1.613 41 P-619 2.143 35:00 0.083 16:00 1.138 2.060 42 P-620 1.259 35:00 0.019 67:00 0.504 1.240 43 P-621 5.641 31:00 2.413 15:00 4.298 3.229 44 P-622 2.647 29:00 _ 1.049 15:00 1.662 1.598 45 P-623 5.920 31:00 2.544 15:00 4.513 3.375 46 P-624 5.493 31:00 2.291 16:00 4.167 3o202 47 P-625 4.301 33:00 1.648 16:00 3,240 2.653 48 P-626 2A23 35:00 0.029 53:00 1.192 2.394 49 P-627 1.712 29:00 0.319 59:00 0.969 1.393 50 P-628 2,841 35:00 1.141 16:00 2.049 1.700 51 P-629 0,795 35:00 0.009 16:00 0.317 0.786 52 P-630 2.335 35:00 0.720 16:00 1.505 1.615 53 P-631 2.044 29:00 0.920 16:00 1.481 1.125 54 P-632 2.859 35:00 1.200 16:00 2.164 1.658 55 P-633 2.454 29:00 0.009 72:00 0.738 2.445 56 P-634 1.808 35:00 0.652 16:00 1.207 1.156 Date: Wednesday, June 20, 2072, Time: 10:46:49, Page 1 835 SERVICE AREA PIPES - VELOCITY RESULTS ID Max.Value (fUs) Max.Time (hrs,) Min.Value (fUs) Min.Time (hrs.) Average (fUs) Difference (ftls) 57 P-635 0.290 55:00 0,083 15:00 0,193 0,207 58 P-636 0,947 29:00 0.316 00:00 0,561 0,631 59 P-637 1,516 35:00 0,517 16:00 1,002 00999 60 P-638 1 2.675 29:00 0,067 47:00 0,844 2,608 61 P-639 2.601 35:00 0,611 52:00 1,564 1.990 62 P-640 2,035 35:00 0.391 16:00 1,049 1.644 63 P-641 2.072 29:00 0,063 37:00 0,659 2,009 64 P-642 2.139 29:00 0,355 35:00 0,997 1.784 65 P-643 3,767 35:00 0,197 53:00 1,682 3,571 66 P-644 0,794 35:00 0.004 16:00 0,311 0.790 67 P-645 2,202 29.00 0.004 34:00 0,655 2,197 68 P-646 1,723 29:00 0.444 00:00 0,877 1,279 69 P-647 1,124 36:00 0,244 00:00 0.754 0,880 70 P-648 0.776 35:00 0,011 51:00 0,371 0,764 71 P-649 1,471 35:00 0.014 16:00 0,610 1,457 72 P-650 1,644 29:00 0.556 00:00 0.936 1,087 73 P-651 1,562 35:00 0,207 52:00 0,828 1,355 74 P-652 1,811 29:00 0.739 00:00 1.130 1.072 75 P-653 2A05 29:00 0.639 00:00 1.455 1,466 76 P-654 2,189 35:00 0.008 50:00 0,825 2,181 77 P-655 1,997 35:00 0,580 16:00 1,335 1,417 78 P-656 4,691 3300 1,881 16:00 3.513 2,810 79 P-657 3.687 31:00 1.531 16:00 2,792 2.157 80 P-658 2.304 29:00 0,980 15:00 1,673 1,324 81 P-659 0,091 29:00 0.018 35:00 0.041 0.073 82 P-660 0,035 2970 0.007 35:00 0,016 0,028 83 P-661 0.160 29:00 0,032 35:00 0.072 0.128 84 P-662 1,970 31:00 0.850 15:00 1.504 1.119 85 P-663 2.454 29:00 1.018 15:00 1.711 1,436 86 P-664 1,850 31:00 0,796 15:00 1,416 1.053 87 P-665 0,779 29:00 0.006 60:00 0.248 0.773 88 P-666 1.524 29:00 0,002 33:00 0,458 1,522 89 P-667 1,427 31:00 0.598 16:00 1,077 0.830 90 P-668 1,219 35:00 0,397 16:00 0.862 0.822 91 P-669 0,939 35:00 0.009 28:00 0,466 0.930 92 P-670 1,899 31:00 0.796 16:00 1,444 1.103 93 P-671 1,412 31:00 0.567 16:00 1,063 0,846 94 P-672 1,694 29:00 0,715 t5:00 1,251 0,979 95 P-673 1.456 35:00 0.544 16:00 1.036 0.913 96 P-674 1.011 29:00 0,006 14.00 OM8 1,005 97 P-675 2.006 29:00 0.847 15:00 1.469 1,159 98 P-676 3.757 29:00 1.546 15:00 2,604 2.211 99 P-677 1,418 33:00 0,571 15:00 1,049 0.847 100 P-678 3,049 2900 1.159 15:00 1.910 1.890 101 P-679 1,168 35:00 0,268 16:00 0,717 0.900 102 P-680 4.444 33:00 1,702 16:00 3.274 2,742 103 P-681 3,521 29:00 1.285 15:00 2,002 2.235 104 P-682 1,362 35:00 0,018 61:00 0.548 1.345 105 P-683 2,845 34:00 1,151 16:00 2.153 1.695 106 P-684 2.066 29:00 0.872 00:00 1.390 1.194 107 P-685 0,540 34:00 0.108 00:00 0,358 0,432 108 P-686 1.806 3500 0.296 52:00 0,876 1.510 109 P-687 0,703 35:00 0.149 00:00 0.380 0.553 110 P-688 1,461 35:00 0,287 53:00 0.805 1.175 111 P-689 0,858 36:00 0,264 00:00 0,624 0.594 112 P-690 0,646 38:00 0,172 00:00 0,396 0,475 Date: Wednesday, June 201 2012, Time: 10:46:49, Page 2 835 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (It/s) Max.Time (hrs.) Min.Value (fUs) Min.Time (hrs.) Average (ftis) Difference (fUs) 113 P-691 1.024 35:00 0.005 51:00 0.399 1.019 114 P-692 1.342 36:00 0.030 54:00 0.690 1.312 115 P-693 1.671 29:00 0.009 46:00 0.488 1,662 116 P-694 1.404 29:00 0.017 58:00 0.370 1.387 117 P-695 1,881 35:00 0.029 04:00 0.792 1.852 118 P-696 1.449 35:00 0.012 65:00 0.609 1.437 119 P-697 1.569 38:00 0.388 00:00 1.074 1.181 120 P-698 1.364 29:00 0.023 07:00 0.498 1.341 121 P-699 3.757 35:00 0.122 68:00 1.431 3.635 122 P-700 2.358 35:00 0.654 16:00 1.527 1.704 123 P-701 1.489 29:00 0.406 14:00 0.746 1.083 124 P-702 2.582 35:00 0.944 16:00 1.856 1,638 125 P-703 3.343 32:00 1.332 16:00 2.531 2.011 126 P-704 2.473 31:00 0.858 16:00 1.759 1.615 127 P-705 2.158 29:00 0.680 10:00 1.062 1.478 128 P-706 0.953 35:00 0.015 69:00 0.458 0.938 129 P-707 1.681 29:00 0.022 41:00 0.557 1.659 130 P-708 2.706 35:00 0.021 15:00 1.177 2.686 131 P-709 2.161 31:00 0.527 16:00 1.436 1.633 132 P-710 0.757 30:00 0.013 66:00 0.345 0.744 133 P-711 2.115 29:00 0.539 14:00 1.044 1.576 134 P-712 2.997 29:00 0.843 14:00 1.472 2.154 135 P-713 2.597 29:00 0.013 59:00 0.971 2.585 136 P-714 2,602 29:00 0.998 15:00 1.656 1.604 137 P-715 3.302 29:00 0.766 14:00 1.527 2.535 138 P-716 1.546 29:00 0.419 14:00 0.755 1.126 139 P-717 2.829 29:00 0.457 35:00 1.268 2.372 140 P-718 1.431 35:00 0.167 16:00 0.618 1.264 141 P-719 2.008 29:00 0.522 10:00 0.919 1.485 142 P-720 3.841 29:00 0.150 25:00 1.171 3.692 143 P-721 2.932 29:00 0.652 14:00 1.383 2.280 144 P-722 0.884 29:00 0,002 47:00 6.241 0.882 145 P-723 3.668 29:00 0.636 35:00 1.610 3.031 146 P-724 1.429 29:00 0.423 14:00 0.783 1.006 147 P-725 0.805 29:00 0.275 00:00 0.504 0.530 148 P-726 3.095 29:00 0.721 14:00 1.431 2.374 149 P-727 0.551 35:00 0.004 02:00 0.160 0.548 150 P-728 2.480 29:00 0.576 14:00 1.134 1.903 151 P-729 3.269 29:00 0.153 48:00 1.259 3.117 152 P-730 1.535 29:00 0.444 14:00 0.766 1.091 153 P-731 2.962 29:00 0.941 00:00 1.619 2.021 154 P-732 1.665 35:00 0.016 67:00 0.552 1.648 155 P-733 2.339 29:00 0.120 59:00 1.008 2.219 156 P-734 1.617 29:00 0.080 15:00 0.586 1.537 157 P-735 1.845 35:00 0.448 00:00 0.990 1.397 158 P-736 1.187 29:00 0.058 34:00 0.488 1.129 159 P-737 1.124 36:00 0.260 00:00 0.641 0.864 160 P-738 2.431 29:00 0.001 07:00 0.805 2.430 161 P-739 3.836 29:00 1.579 15:00 2.541 2.256 162 P-740 3.814 29:00 1.572 15:00 2.531 2.242 163 P-741 3.595 29:00 1.487 15:00 2,402 2.108 164 P-742 0.604 29:00 0.011 23:00 0.170 0.593 165 P-743 2.412 29:00 0.943 15:00 1 A69 1.469 166 P-744 3.458 29:00 1.377 15:00 2.152 2081. 167 P-745 0.609 29:00 0.244 F 16:00 0.432 0.365 168 P-746 1.012 29:00 0.003 25:00 0.307 1.009 Date: Wednesday, June 20, 2012, Time: 10:46:49, Page 3 835 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (fUs) Max.Time (hrs.) Min.Value (ft/s) Min.Time (hrs.) Average (fUs) Difference (fUs) 169 P-747 2.375 29:00 0.960 15:00 1.508 1.415 170 P-748 1.074 29:00 0.148 35:00 0.505 0.926 171 P-749 2.530 29:00 0.958 14:00 1.479 1.572 172 P-750 0.422 35:00 0.002 15:00 0.171 0.420 173 P-751 0.738 29:00 0.000 56:00 0.178 0.738 174 P-752 1.318 29:00 0.484 14:00 0.799 0.835 175 P-753 6.82 335:00 0.014 52:00 0.466 0.806 176 P-754 0.784 35:00 0.009 16:00 0.398 0.775 177 P-755 0.748 35:00 0.018 20:00 0.337 0.731 178 P-756 3.330 29:00 0.909 14:00 1.672 2.421 179 P-757 2.462 29:00 0.822 14:00 1.352 1.640 180 P 758 3.495 29:00 1.456 15:00 2.373 2.038 181 P-759 3.543 29:00 1.514 16:00 2.576 2.029 182 P-760 2.509 29:00 0.846 14:00 1.381 1.664 183 P-761 1.559 29:00 0.663 16:00 1.173 0.896 184 P•762 1.846 29:00 0.710 14:00 1.113 1.137 185 P-763 1.360 30:00 0.516 16:00 1.055 0.844 186 P-764 1.347 29:00 0.439 14:00 0.734 0.908 187 P-765 3.759 29:00 1.493 15:00 2.289 2.266 188 P-767 2.057 35:00 0.748 16:00 1.545 1.309 189 P-768 1.959 29:00 0.005 47:00 0.700 1.954 190 P-769 3.155 33:00 1.210 16:00 2.475 1.946 191 P-770 2.786 30:00 1.186 16:00 2.163 1.600 192 P-771 2.408 29:00 0.946 15:00 1.481 1,462 193 P-772 1.694 35:00 0.420 16:00 1.107 1.274 194 P-773 1.174 29:00 0.027 48:00 0.416 1.147 195 P-774 1.114 35:00 0.004 28:00 0.547 1.110 196 P-775 1.134 29:00 0.000 02:00 0.400 1.134 197 P-776 1.378 35:00 0.208 16:00 0.735 1,170 198 P-777 4.241 29:00 1.447 14:00 2.309 2.794 199 P-778 3.079 35:00 0.833 16:00 2.102 2.247 200 P-779 1.658 3000 0.623 16:00 1.218 1.035 201 P-780 1.996 29:00 0.508 14:00 0.964 1.488 202 P-781 2.597 35:00 0.124 51:00 1.327 2.473 203 P-782 4.151 35:00 0.257 52:00 2.270 3.895 204 P-783 1.628 29:00 0.008 33:00 0.399 1.621 205 P-784 2.588 35:00 0.083 19:00 1.172 2.505 206 P-785 2.178 29:00 0.015 70:00 0.802 2.164 207 P-786 1.474 36:00 0.089 54:00 0.768 1.385 208 P-787 1.193 36:00 0.015 51:00 0.501 1.177 209 P-790 1.621 29:00 0.450 14:00 0.840 1.171 210 P-791 0.299 29:00 0.001 41:00 0.077 0.297 211 P-792 0.520 29:00 0.046 35:00 0.204 0.474 212 P-793 2.002 29:00 0.480 14.00 0.948 1.522 213 P-794 1.184 29:00 0.438 00:00 0.761 0.746 214 P-795 0.793 36:00 0.262 00:00 0.496 0.530 215 P-796 0.585 36:00 0.003 22:00 0.211 0.582 216 P-797 2.178 29:00 0.408 -------------- 14:00 0.908 1.769 217 P-798 0.743 36:00 0.259 00:00 0.474 0.484 218 P-799 0,549 35:00 0.001 44:00 0.139 0.548 219 P-800 0.848 29:00 0.000 38:00 0.276 0.848 220 P-801 1.579 29:00 0.003 09:00 0.557 1.576 221 P-802 1.602 35:00 0.015 04:00 0.659 1.588 222 P-803 0.442 29:00 0.102 14400 0.209 0.340 223 P-804 0.386 29:00 0.043 35:00 0.162 0.343 224 P-805 0.232 30:00 0.097 16:00 0.169 0.135 Date: Wednesday, June 20, 2012, Time: 10:46:49, Page 4 835 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value 08) Max.Time (hrs.) Min Value (fUs) Min.Time (hrs.) Average (fys) Difference (ft1s) 225 P-806 0.760 29:00 0.118 35:00 0.329 0.642 226 P-812 0.546 I 29:00 0.178 14:00 0.297 0.367 227 P-813 0.559 29:00 0.003 64:00 0.179 0.556 228 P-814 0.881 29:00 0.330 14:00 0.522 0.551 229 P-815 1.752 29:00 0.432 14:00 0.838 1.320 230 P-616 0.909 29:00 0.253 14:00 0.459 0.656 231 P-817 0.183 35:00 0.002 15:00 0.089 0.181 232 P-818 0,927 29:00 0.006 09:00 0.250 0.920 233 P-819 0.515 29:00 0.001 23:00 0.120 0.514 234 P-820 0.286 35:00 0.007 20:00 0.141 0.279 235 P-822 0.934 29:00 0.118 35:00 0.384 0.816 236 P-824 2.500 29:00 0.675 14:00 1.240 1.825 237 P-827 0.497 35:00 0.001 43:00 0.208 0.496 238 P-828 1.904 29:00 0.718 14:00 1.i10 1.186 239 P-829 3,988 35:00 0.012 52:00 2.061 3.975 240 P-837 0.810 35:00 0.003 15:00 0.291 0.807 241 P-838 0.997 35:00 0.134 00:00 0.464 0.864 242 P-839 1.814 29:00 0.578 00:00 1.133 1.236 243 P-840 1.256 29:00 0.032 48:00 0.458 1.224 244 P-841 0.573 29:00 0.226 00:00 0.364 0.346 245 P-842 0.511 29:00 0.174 00:00 0,274 0.337 246 P-843 1.412 29:00 0.364 14:00 0.677 1.048 247 P-844 0.523 35:00 0.001 44:00 0.187 0.522 248 P-845 0.895 29:00 0.382 16:00 0,676 0.513 249 P-846 2.147 29:00 0.806 14:00 1.237 1.341 250 P-847 1.524 31:00 0.666 16:00 1.175 1 0.858 251 P-849 3.566 29:00 0.011 15:00 1.256 3.555 252 P-850 4.607 29:00 0.032 41:00 1.244 4.575 253 P-852 4.017 29:00 0.004 01:00 1.066 4.013 254 P-853 2.682 29:00 0.007 06:00 0.819 2.675 255 P-854 4.050 I 29:00 0.018 62:00 ; 1.339 4.032 256 P-855 2.768 29:00 1 0.066 27:00 0.940 I 2.702 257 P-856 4.014 29:00 0.004 41:00 1.115 4.010 258 P-857 1 4.688 29:00 0.018 40:00 1.327 4.670 259 P-904 0.297 29:00 0.059 35:00 0.133 0.238 2601 P-924 I 0.410 29:00 0.082 35:00 F0.184 0.328 261 P-925 0.410 29:00 0.082 35:00 i 0.184 ` 0.328 262 P-926 I 0.970 29:00 0.200 35:00 0.438 0.770 263 P-927 1.085 29:00 0.210 35:00 0.484 0.875 264 P-928 1.235 29:00 0.246 35:00 0.554 0.989 265 P-929 0.984 I 29:00 0.352 14:00 0.568 0.632 266 P-934 2.725 i 35:00 0.019 69:00 0.982 2.706 Date: Wednesday, June 20, 2012, Time: 10:46:49, Page 5 Pipes — Headloss Results 835 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (it) Max.Time (lirs.) Min.Value (ft) Min.Time (hrs.) Average (ft) Difference (It) 1 P105 6.983 29:00 0.010 35:00 1.274 6.973 2 P-276 4.695 29:00 0.239 35:00 1.154 4.456 3 P-277 0.103 29:00 0.005 35:00 0.025 0.098 4 P-278 0.241 29:00 0.012 35:00 0.059 0,228 5 P-279 0.344 29:00 0.018 35:00 0.084 0.326 6 P-280 0.194 29:00 0.010 35:00 0.048 0.184 7 P-281 0.001 29:00 0.000 08:00 0.000 0.001 8 P-282 0.019 29:00 0.001 35:00 0.005 0.018 9 P-303 4A57 29:00 0.852 16:00 2.281 3.305 10 P-304 5.767 35:00 0,392 16:00 3.170 5.375 11 P-307 4.370 35:00 0.458 16:00 1.767 1912 12 P-308 0.726 35:00 0.000 12:00 0.098 0.726 13 P-309 0.726 35:00 0.000 12:00 0.098 0.726 14 P-310 7.337 29:00 0.000 07:00 1.114 7.337 15 P-409 0.014 30:00 0.003 16:00 0.008 0.011 16 P-440 0.162 29:00 0.000 42:00 0.034 0,162 17 P-441 4.736 29:00 0.551 14:00 1.557 4.185 P-445 5.855 29:00 0.994 15:00 2.375 4.861 M18 19 P-524 2.445 29:00 0.199 14:00 0.710 2.245 20 P-525 1.070 36:00 0.001 30:00 0.439 1.069 21 P-595 4.567 29:00 0.603 14:00 1.573 3.964 22 P-600 3.176 29:00 0.599 15:00 1.452 2.576 23 P-601 7.334 29:00 1.479 15:00 3.901 5.855 24 P-602 2.808 33:00 0.327 16:00 1,512 2.481 25 P-603 8.197 29:00 1.580 15:00 3.474 6.617 26 P-604 0.884 31:00 0.170 16:00 0.525 0.714 27 P-605 5.281 30:00 1.149 15:00 3.152 4,132 28 P-606 3.700 29:00 0.526 14:00 1.310 3.174 29 P-607 9.182 29:00 1.733 15:00 4.150 7.449 30 P-608 1.852 29:00 0.387 15:00 1.061 1.466 31 P-609 0.241 33:00 0.007 52:00 0.113 0.234 32 MI 1.830 29:00 0.365 15:00 0.948 1.464 33 P-611 4.134 29:00 0.917 15:00 2.525 3.217 34 P-612 1.317 30:00 0.235 16:00 0.740 1.082 35 P-613 11.493 31:00 2.482 16:00 7.268 9.011 36 P-614 5.600 29:00 1.092 15:00 3.012 4.509 37 P-615 6.126 31:00 1.106 16:00 3.745 5.020 38 P-616 5.242 31:00 0.937 16:00 3.220 4.306 39 P-617 7.853 29:00 0.000 35:00 1.445 7.853 40 P-618 1.294 29:00 0.333 16:00 0.833 0.961 41 P-619 9.731 35:00 0.023 16:00 3.449 9.708 42 P-620 1.813 35:00 0.000 69:00 0.428 1.812 43 P-621 3.398 31:00 0.705 15:00 2.102 2.693 44 P-622 4.133 29:00 0.745 15:00 1.793 3.389 45 P-623 8.193 31:00 1.715 15:00 5.073 6.478 46 P-624 4.496 31:00 0.890 16:00 2.763 3.606 47 P-625 11.523 33:00 1.950 16:00 7.012 9.574 48 P-626 1.083 35:00 0.000 53:00 0.353 1.082 49 P-627 1.306 29:00 0.058 59:00 0.484 1.248 50 P-628 8.388 35:00 1.549 16:00 4.698 6.839 51 P-629 0.745 35:00 0.000 16:00 0.173 0.745 52 P-630 5.750 35:00 0.650 16:00 2.656 5.100 53 P-631 1945 2900 0.898 16:00 2.215 3.046 54 P-632 3.859 35:00 0.774 16:00 2.356 3.085 55 P-633 9.077 29:00 0.000 72:00 1.331 9.076 56 P-634 4.502 35:00 0.681 16:00 2.194 3.821 Date: Wednesday, June 20, 2012, Time: 10:47:32, Page 1 835 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (ft) Max.Time (hrs.) Min.Value (it) Min.Time (hrs.) Average (ft) Difference (ft) L P-635 0.056 55:00 0.005 15:00 0.027 0.050 P-636 1,039 29:00 0.136 00:00 0.402 0.903 59 P-637 3,379 35:00 0.461 16:00 1,619 2,918 60 P-638 1 10,386 29:00 0,011 47:00 1.601 10.375 61 P-639 3.214 35:00 0,220 52:00 1.332 2,994 62 P-640 4,009 35:00 0.189 16:00 1,283 3,820 63 P-641 12,125 29:00 0,018 37:00 1,909 12,107 64 P-642 4.513 29:00 0,162 35:00 1.175 4,351 65 P-643 5.502 35:00 0.023 53:00 1.481 5.479 66 P-644 1,376 35:00 0.000 16:00 0,311 1.375 67 P-645 9.795 29:00 0,000 34:00 1.434 9.795 68 P-646 2.297 29:00 0,186 00:00 0,687 2.111 69 P-647 1.522 36:00 0,090 00:00 0.759 1,433 70 P-648 1,357 35:00 0,001 51:00 0.425 1,356 71 P-649 3,833 35:00 0.001 16:00 0,949 3,832 72 P-650 4.793 29:00 0.645 00:00 1,729 4,149 73 P-651 2,411 35:00 0,057 52:00 0,833 2,353 74 P-652 5.227 29:00 0,994 00:00 2,228 4,232 75 P-653 8.545 29:00 0,940 00:00 4.394 7,605 76 P-654 2,643 35:00 0.000 50:00 0,589 2,643 77 P-655 8,429 35:00 0,854 16:00 4.169 7,574 78 P-656 1,984 33:00 0.365 16:00 1,193 1,619 79 P-657 4,361 31:00 0,856 16:00 2.673 3.506 80 P-658 1.028 29:00 0.211 15:00 0,581 0.817 81 P-659 0,014 29:00 0,001 35:00 0,003 0,013 82 P-660 0,003 29:00 0.000 48:00 0.001 0.003 83 P-661 0,011 29:00 0,001 35:00 0.003 0.010 84 P-662 3,540 31:00 0.747 15:00 2,199 2,793 85 P-663 1.294 29:00 0,253 15:00 0,678 1,041 86 P-664 3.529 31:00 0.741 15:00 2,202 2.788 87 P-665 0.340 29:00 0,000 08:00 0,054 0,340 88 P-666 0.452 29:00 0,000 33:00 0,067 0,452 89 P-667 2,251 31:00 0,449 16:00 1.369 1.802 90 P-668 2.027 35:00 0,254 16:00 1,108 1.773 91 P-669 0,245 35:00 0,000 28:00 0,079 0.245 92 P-670 3,482 31:00 0,696 16:00 2.149 2.787 93 P-671 4.171 31:00 0.769 16:00 2,530 3,402 94 P-672 1,935 29:00 0,392 15:00 1.129 1.544 95 P-673 0,457 35:00 0.074 16:00 0,251 0,384 96 P-674 0.679 29:00 0,000 14:00 0,110 0,679 97 P-675 2.265 29:00 0,459 15:00 1,301 1.806 98 P-676 9,069 29:00 1,751 15:00 4,705 7,317 99 P-677 4.927 33:00 0,915 15:00 2,902 4,012 100 P-678 3,791 29:00 0.632 15:00 1.635 3.159 101 P-679 2,938 35:00 0,192 16:00 1,266 2.745 102 P-680 7,113 33:00 1.203 16:00 4,158 5,910 103 P-681 5,295 29:00 0.819 15:00 1.921 4.476 104 P-682 1,453 35:00 0.000 61:00 0.334 1,453 105 P-683 2,052 34:00 0,384 16:00 1,254 1,669 108 P-684 5,164 29:00 1,045 00:00 2,520 4,118 107 P-685 1,011 34:00 0,051 00:00 0,494 0,960 108 P-686 3,245 35:00 0,114 52:00 0,959 3.131 109 P-687 1,815 35:00 0,103 00:00 0.620 1.712 110 P-688 2,699 35:00 0,132 53:00 1,003 2,567 111 P-689 1,720 36:00 0.194 00100 0,978 1,526 112 P-690 0,631 38:00 0,054 00:00 0,279 0,577 Date: Wednesday, June 20, 2012, Time: 10:47:32, Page 2 835 SERVICE AREA PIPES • HEADLOSS RESULTS ID Max.Value (it) Max.Time (hrs.) Min.Value (it) Min.Time (hrs.) Average (ft) Difference (it) 113 P-691 1,455 35:00 0.000 43:00 0,352 1,455 114 P-692 2.208 36:00 0.002 54:00 0,767 2206 115 P-693 2,427 29:00 0,000 46:00 0,349 2,427 116 P-694 3,288 29:00 0.001 58:00 0.410 3,287 117 P-695 5,473 35:00 0.002 04:00 1,404 5,471 118 P-696 3,381 35:00 0,000 65:00 0,862 3,381 119 P-697 2,680 38:00 0,201 00:00 1,390 2,479 120 P-698 4,551 29:00 0,001 07:00 0.855 4,550 121 P-699 3,554 35:00 0.006 68:00 0.766 3,548 122 P-700 1,342 35:00 0,125 16:00 0,630 1.217 123 P-701 3,771 29:00 0,340 14:00 1,103 3,430 124 P-702 2,535 35:00 0.393 16:00 1,417 2,142 125 P-703 1.836 32:00 0,334 16:00 1,125 1,502 126 P-704 2,383 31:00 0.336 16:00 1,312 2,047 127 P-705 5,212 29:00 0,614 10:00 1,473 4,597 128 P-706 1,517 35:00 0,000 67:00 0,485 1,516 129 P-707 4,587 29:00 0,001 41:00 0.727 4.586 130 P-708 0.737 35:00 0,000 15:00 0,197 0,736 131 P-709 2.310 31:00 0,169 16:00 1,152 2,140 132 P-710 0.604 30:00 0,000 66:00 0,161 0.604 133 P-711 7,249 29:00 0,576 14:00 2.051 6,673 134 P-712 6.506 29:00 0,621 14:00 1,844 5,885 135 P-713 6,131 29:00 0.000 59:00 1,217 6A30 136 P-714 36323 29:00 0,563 15:00 1,477 2,759 137 P-715 14,185 29:00 0,948 14:00 3,653 13.236 138 P-716 3,035 29:00 0.271 14:00 0,849 2,764 139 P-717 17,148 29:00 0,586 35:00 4,240 16,562 140 P-718 1,063 35:00 0,020 16:00 0,263 1,043 141 P•719 4.436 29:00 0.366 10:00 1,122 4,069 142 P-720 10,549 29:00 0,026 25:00 1,536 10,523 143 P-721 15,945 2900 0.986 14:00 4,253 14,959 144 P•722 1.640 29:00 0,000 47:00 0,219 1.640 145 P-723 23,399 29:00 0,913 35:00 5,560 22,486 146 P-724 1,834 29:00 0,193 14:00 0,623 1,642 147 P-725 0,423 29:00 0.058 00:00 0.182 0.365 148 P-726 25,592 29:00 1.725 14:00 6,555 23.866 149 P-727 0,844 35:00 0,000 02:00 0.123 0,844 150 P-728 18,161 29:00 1,218 14:00 4.589 16,943 151 P-729 17.646 29:00 0,060 48:00 3,603 17,586 152 P-730 0,676 29:00 0,068 14:00 0.195 0,608 153 P-731 5,970 29:00 0,714 00:00 2,006 5,256 154 P-732 1,512 35:00 0,000 67:00 0,275 1.512 155 P-733 6,760 29:00 0.027 59:00 1,592 6,733 156 P-734 5.240 29:00 0,020 15:00 0,981 5.220 157 P-735 1,189 35:00 0,087 00:00 0,392 1.102 158 P-736 1,487 29:00 0,005 34:00 0,334 1,481 159 P-737 4.828 36:00 0,321 00:00 1,823 4.507 160 P-738 11,027 29:00 0,000 07:00 1,854 11,026 161 P-739 0,465 29:00 0.090 15:00 0.221 0,375 162 P-740 3,833 29:00 0.742 15:00 1,832 3.090 163 P-741 2,682 29:00 0.523 15:00 1.297 2.159 164 P-742 0,609 29:00 0,000 23:00 0,082 0,609 165 P-743 3,291 29:00 0,578 15:00 1.346 2.713 166 P-744 3,792 29:00 0,689 15:00 1,614 3,104 167 P-745 0,620 29:00 0,114 16:00 0,333 0.506 168 P-746 0,489 29:00 00000 25:00 0,073 0,489 Date: Wednesday, June 20, 2012, Time: 10:47:32, Page 3 835 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (ft) Max.Time (hrs.) Min.Value (ft) Min.Time (hrs.) Average (it) Difference (ft) 169 P-747 5,878 29:00 1.098 15:00 2.599 4,780 170 P-748 2.245 29:00 0.057 35:00 0,599 2,187 171 P-749 7.503 29:00 1.242 14:00 2,865 6,261 172 P-750 0,098 35:00 0.000 15:00 0,026 0.098 173 P-751 0.830 29:00 0.000 49:00 0.088 0,830 174 P-752 1.382 29:00 0,216 14:00 0,566 1.167 175 P-753 0,453 35:00 0.000 52:00 0.182 0,453 176 P-754 0.331 _ 35:00 0.000 16:00 0.111 0.331 177 P-755 0.105 35:00 0,000 20:00 0,030 0.105 178 P-756 3.459 29:00 0,312 14:00 1,022 3,147 179 P-757 4,742 29:00 0,622 14:00 1,624 4,120 180 P-758 1,552 29:00 0,307 15:00 0.773 1.245 181 P-759 2.818 29:00 0,584 16:00 1,591 2.234 182 P-760 4,346 29:00 0.580 14:00 1.493 3,766 183 P-761 2.138 29:00 0.439 16:00 1,286 1,699 184 P-762 4.694 29:00 0.799 14:00 1.897 3.895 185 P-763 0.351 30:00 0.058 16:00 0,224 0.293 186 P-764 2,689 29:00 0.337 14:00 0.910 2.351 187 P-765 2.170 29:00 0.392 15:00 0.889 1.778 188 P-767 4,841 35:00 0.743 16:00 2.919 4,098 189 P-768 4,169 29:00 0.000 47:00 0.784 4,169 190 P-769 5,310 33:00 0.899 16:00 3,468 4,410 191 P-770 1,385 30:00 0,285 16:00 0,884 1,100 192 P-771 15,084 29:00 2,675 15:00 6.270 12A10 193 P-772 8,779 35:00 0,663 16:00 4,192 8,116 194 P-773 3.057 29:00 0,003 48:00 0,533 3.055 195 P-774 2,784 35:00 0.000 16:00 0.945 2.783 196 P-775 2.462 29:00 0.000 02:00 0,451 2,462 197 P-776 4,311 35:00 0,130 16:00 1,506 4,181 198 P-777 7,806 29:00 1.065 14:00 2.608 6.741 199 P-778 7,516 35:00 0,667 16:00 3,854 6,849 200 P-779 3,739 30:00 0,611 16:00 2,156 3,128 201 P-780 3,781 29:00 0.300 14:00 1.047 3.480 202 P-781 5.931 35:00 0.021 51:00 1,993 5.910 203 P-782 1,755 35:00 6.010 52:00 0,632 1,745 204 P-783 1,070 29:00 0.000 33:00 0,122 1,070 205 P-784 9,586 35:00 0.016 19:00 2,650 9.570 206 P-785 7.935 29:00 0.000 70:00 1,593 7.935 207 P-786 0,876 36:00 0,005 54:00 0,302 0.871 208 P-787 0,892 36:00 0.600 51:00 0.231 0.892 209 P-790 1,736 29:00 0.161 14:00 0.538 1,574 210 P-791 0,132 29:00 0,000 23:00 0,016 0,132 211 P-792 0.100 29:00 0,001 35:00 0.021 0,099 212 P-793 5,018 29:00 0.356 14:00 1,336 4,661 213 P-794 0.241 29:00 0.038 00:00 0,108 0.203 214 P-795 0.849 36:00 0,110 00:00 0.371 0,739 215 P-796 0.521 36:00 0,000 22:00 0,111 0,521 216 P-797 5,365 29:00 0.242 14:00 1.185 5A23 217 P-798 0.705 36:00 0.100 00:00 0.316 0.605 218 P-799 0.739 35:00 0,000 44:00 0,096 0.739 219 P-800 1,503 29:00 0.000 38:00 0.252 1.503 220 P-801 5.784 29:00 0,000 09:00 1,079 5,784 221 P-802 1.354 35:00 0,000 31:00 0.334 1,354 222 P-803 0.529 29:00 0.035 14:00 0,142 0,495 223 P-804 0,236 29:00 0,004 35:00 0.052 0.232 224 P-805 0.014 30:00 0,003 16:00 0.008 0,011 Daie: Wednesday, June 20, 2012, Time: 10:47:32, Page 4 835 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (ft) Max.Time (hrs.) Min.Value (ft) Min.Time (hrs.) Average (ft) Difference (it) 225 P-806 0.426 29:00 0.014 35:00 0.099 0.412 226 P-812 0.007 29:00 0.001 14:00 0.002 0.006 227 P-813 0.085 29:00 0.000 63:00 0.014 0.085 228 P-814 1.323 29:00 0.215 14:00 0.518 1.108 229 P-815 1.857 29:00 0.139 14:00 0.507 1.718 230 P-816 0.283 29:00 0.026 14:00 0.084 0.256 231 P-817 0.010 35:00 0.000 15:00 0,003 0.010 232 P-818 0.485 29:00 0.000 09:00 0.063 0.485 233 P-819 0.271 29:00 0.000 23:00 0.029 0.271 234 P-820 0.090 35:00 0.000 20:00 0.030 0.090 235 P-822 0.915 29:00 0.020 35:00 0.198 0.895 236 P-824 3.785 29:00 0.335 14:00 1.093 3.451 237 P-827 0.010 35:00 0.000 43:00 0.002 0.010 238 P-828 1.887 29:00 0.310 14:00 0.716 1.577 239 P-829 8.218 35:00 0.000 52:00 2.732 8.218 240 P-837 1.516 35:00 0.000 15:00 0.299 1.516 241 P-838 2.175 35:00 0.053 00:00 0.632 2.122 242 P-839 3.483 29:00 0.418 00:00 1.491 3.065 243 P-840 2.138 29:00 0.002 48:00 0.399 2.136 244 P-841 0.935 29:00 0.167 00:00 0.411 0.767 245 P-842 0.442 29:00 0.060 00:00 0.144 0.382 246 P-843 2.593 29:00 0.211 14:00 0.706 2.383 247 P-844 0.332 35:00 0.000 27:00 0.065 0.332 248 P-845 2.435 29:00 0,502 16:00 1.475 1.933 249 P-846 12.812 29:00 2.088 14:00 4.749 10.725 250 P-847 0.362 31:00 0.078 16:00 0.229 0.284 251 P-849 2.281 29:00 0.000 15:00 0.436 2.281 252 P-850 2.166 29:00 0.000 41:00 0.273 2.166 253 P-852 2.082 29:00 0.000 01:06 0.258 2.082 254 P-853 1.815 29:00 0.000 06:00 0.275 1.814 255 P-854 1.615 29:00 0.000 62:00 0.277 1.615 256 P-855 1.415 29:00 0.001 27:00 0.252 1.413 257 P-856 3.010 29:00 ( 0.000 41:00 0.399 3.010 258 P-857 1.551 29:00 0.000 40:00 0.211 1.551 259, P-904 0.021 29:00 0.001 35:00 0.005 0.020 260 P-924 0.219 29:00 0.011 35:00 0.054 0.208 261 P-925 0.083 29:00 0.004 35:00 0.021 0,079 2621 P-926 3.191 29:00 0.171 35:00 0.794 3.020 263 P-927 { 2.908 29:00 0.139 35:00 0.710 2.769 264 P-928 2.327 29:00 0.117 35:00 0.573 2.209 265 P-929 0.046 29:00 0.007 14:00 0.017 0.039 266 P-934 1.683 35:00 ( 0.000 69:00 0.346 1.683 Date: W ednesday, June 20, 2012, Time: 10:47:32, Page 5 Nodes -Fire Flow Results II35 SERVICE AREA -FIRE FLOW RE5U'iLS ID Static Demand (rngd) Static Pressure (psi) Static Head (ft) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 1 J-105 0.117 62.799 820,932 1.440 55.709 4.321 20.000 2 J-106 0.119 64.035 821,785 1.440 60.907 6.770 20.000 3 J-237 0.089 92.180 832,739 1.440 85.768 6.938 20.000 4 J-238 0.089 90.003 832,716 i.440 83.019 6.345 20.000 5 J-239 0.089 92.147 832,663 1.440 85.224 6.566 20.000 6 J-240 0.089 96.461 832.620 1.440 88.928 6.381 20.000 7 J-241 0.089 98.628 832,621 1.440 90.782 6.255 20.000 8 J-242 0.089 96.459 832,616 1.440 88.598 6.166 20.000 9 J-257 0.5i 9, 554.236 831,169 1.440 51.845 11,538 20.000 10 J-259 0,209 65.442 826,031 1A40 64.991 56.005 20.003 11 J-260 0.096 94.830 823,854 1.440 73.167 3.069 20.000 12 J-261 0.096 88.537 822.332 1 A40 56.430 2.350 20.000 13 J-262 0.096 84.200 822,323 1 A40 54.973 2.390 20.000 14 J-263 0.229 87.957 822,994 1.440 87.803 62.821 20.004 15 J-333 0.203 47.307 831.177 1.440 44.909 9.727 20.000 16 J-353 0.023 46.434 833.780 1.440 46.665 11.983 20.000 17 J-354 0.023 62.970 835.326 1.440 61.980 31.767 20.001 18 J-355 0.306 64.484 833,820 1.440 63.183 23.707 20.001 19 J-372 0.486 64.234 823,243 1.440 64.207 89.831 20.008 20 J-375 0.093 73.167 833,861 1.440 71.078 13.083 20.000 21 J-376 0.041 73.782 835,280 1.440 56.695 2.783 20.000 22 J-377 0.023 66.002 834,324 1.440 64.316 14.690 20.000 23 J-378 0.041 73.801 8344323 1.440 66.062 4.459 20.000 24 J-379 0.082 88.887 833,139 1.440 81.300 5.550 20.000 25 J-380 0.093 64.465 833,777 1.440 62.438 12.399 20.000 26 J-404 0.147 53.104 822.558 1.440 51.851 10.877 20.000 27 J-424 0.181 75.298 833,779 1.440 73,206 13.718 20.000 28 J-425 0.023 55.805 833,791 1.440 53.846 10.771 20.000 29 J-600 0.052 58.996 841.155 1.440 58.659 347,728 20.125 30 J-601 0.094 57.912 839,652 1.440 57.327 56.548 20.003 31 J-602 0.136 58.712 8354499 1.440 57.463 16.572 20.000 32 J-603 0.448 50.165 833,775 1.440 49.226 17.935 20.000 33 J-604 0.422 52.980 830,271 1.440 50.879 13.182 20.000 34 J-605 0.206 49.767 830.855 1.440 48.049 15.451 20.000 35 J-606 0.125 48.632 834,235 1.440 47.277 18.345 20.000 36 J-607 0.055 48.254 835,364 1.440 47.186 24.480 MOW 37 J-608 0.040 51.725 834,374 1.440 50.548 22.571 20.001 38 J-609 0.139 55.329 831,692 1 A40 53.619 16.347 20.000 39 J-610 0.327 54.503 823.787 1.440 52.566 15.089 20.000 40 J-611 0.609 57.529 826,768 1.440 55.742 15.879 20.000 41 J-612 0.662 59.772 821,945 1.440 59.475 80.659 20.007 42 J-613 0.784 72.695 822,770 1.440 72.437 104A79 20.011 43 J-614 0.354 54.351 833,435 1.440 54.045 156.289 20.025 44 J-615 0.052 57.064 835.697 1.440 56.741 172,231 20.031 45 J-616 0.667 70.388 830,446 1.440 70.115 195,230 20.039 46 J-617 0.656 64.261 822.305 1.440 64.043 75.425 20.006 47 J-618 0.268 51.572 819.622 1.440 49.729 10.520 20.000 48 J-619 0.744 57.996 818,847 1.440 56.452 14.957 20.000 49 J-620 0.417 61.948 820,967 1.440 60.212 14.415 20.000 50 J-621 0.966 55.294 819.612 1.440 54.958 63.379 20.004 51 J-622 0.361 47.191 816,911 1.440 45.269 8.962 20.000 52 J-623 0.636 55.145 817.266 1.440 53.379 11.136 20.000 53 J-624 0.690 61.667 818,320 1.440 61.402 66.690 20.005 54 J-625 0.662 51.040 815,794 1.440 48.660 8.531 20.000 55 J-626 0.859 73.240 817,029 1.440 73.213 111.045 20.013 56 J-627 0.362 82.342 8164036 1.440 81.561 20.265 20.000 Date: Wednesday, June 20, 2012, Time: 10:50:39, Page 1 835 SERVICE AREA -FIRE FLOW RESUTLS 457J--628 ID Static Demand (mgd) Static Pressure (psi) Static Head (ft) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 0,472 47,464 815,540 1.440 43,730 5,652 20,000 58 J-629 0,590 77,322 816,450 1.440 76,957 40.882 20,002 59 J-630 0,182 69.272 815.870 1.440 68,773 24,152 20,001 60 J-631 0,412 70.503 816,711 1.440 69,635 17.409 20,000 61 J-632 0,703 74,286 817,442 1.440 73,370 18,661 20,000 62 J-633 1.011 66.585 821,670 1.440 66,486 77.369 20.006 63 J-634 0.647 91,976 826,268 1,440 91.738 201,595 20,042 64 J-635 0.312 93.402 827.561 1.440 93.146 211.532 20,046 65 J-636 0,028 56,797 835.080 1,440 55,624 16.992 20,000 66 J-637 0.028 62.862 835,077 1.440 60.407 8,344 20.000 67 J-638 0,028 55.063 835.078 1.440 53.279 9,870 20,000 68 J-639 0.179 55,342 832.723 1,440 54,431 23.529 20.001 69 J-640 0.287 68.624 830,375 1,440 67,387 16,908 20.000 70 J-641 0,287 74,705 830,409 1.440 74,030 30,750 20,001 71 J-642 0.108 66,244 828.881 1,440 64,599 10,037 20,000 72 J-643 0,108 89.975 827,651 1,440 89,401 31.511 20,001 73 J-644 0,108 85.994 826.463 1.440 85,031 21.562 20,000 74 J-645 0,107 97.144 826.196 1,440 96,310 34.430 20,001 75 J-646 0,421 75.942 821.265 1.440 74,560 15,910 20.000 76 J-647 0.888 94.556 818.224 1.440 94,086 57.905 20,003 77 J-648 0.546 86,603 819,868 1,440 86,156 63,332 20,004 78 J-649 0.585 76,154 821,753 1,440 76.041 170.044 20,030 79 J-650 0,593 80,292 819,304 1.440 80,119 133.139 20.018 80 J-651 0.814 81,877 816,962 1,440 80.896 21A26 20,000 81 J-652 0,426 71.159 816.227 1,440 70.189 17,158 20.000 82 J-653 0,341 65,622 815.447 1.440 64.407 13.182 20,000 83 J-654 0.368 75.939 815.258 1.440 74.411 13.111 20,000 84 J-655 0.268 55,984 815,204 1,440 54.168 8,869 20,000 85 J-656 0,410 68.177 815,344 1.440 67.708 23,105 20,001 86 J-657 0.479 58,753 815,594 1,440 58,508 28,076 20.001 87 J-658 0.707 47.368 815.320 1,440 47.298 57.745 20,003 88 _J-659 0.563 46.262 816,767 1,440 46.230 74.969 20.006 89 J-660 0,783 51,687 817,287 1,440 51.546 76,804 20,006 90 J-661 0.375 60,620 817.904 1.440 60.447 91.878 20,009 91 J-662 0,320 95.575 820.575 1.440 95,435 187,902 20,036 92 J-663 0,530 81,081 819.125 1.440 80.866 104.618 20.011 93 J-664 0,231 94,337 817,717 1.440 93,670 25,655 20,001 94 J-665 0,411 65,667 817.551 1.440 65,576 83.556 20.007 95 J-666 1,061 64,031 817,776 1,440 63,889 79,875 20.006 96 J-667 1,177 52.940 816.178 1,440 51,735 16,653 20,000 97 J-668 0.822 87.007 816.800 1.440 86.483 47,580 20,002 98 J-669 1,007 89,039 813,490 1.440 86.957 17.732 20,000 99 J-670 0,971 82,637 812,716 1,440 80,144 14,155 20,000 100 J-671 0,950 64.380 816.581 1 A40 63.834 34.708 20,001 101 J-672 0,576 87.809 812.6 33 1.440 85.041 12,329 20,000 102 J-673 0.305 70.529 812,771 1,440 68.398 11,435 20.000 103 J-674 0,141 41.958 812.227 1A40 89,151 11.652 20,000 104 J-675 0.932 81.059 812.074 1.440 78,222 12.085 20,000 105 J-676 1.240 91.892 812,074 1.440 88,945 13,534 20.000 106 J-677 0.709 89,000 8i5.401 1.440 NAM 43.654 20,002 107 J-678 0.608 65.240 615.566 1.440 64,716 36,762 20,001 108 J-679 0.523 56.533 815A71 1A40 55,784 18.587 20.000 109 J-680 0,410 86,727 815,155 1,440 85,582 20.536 20,000 110 J-681 0.572 66.771 814.099 1.440 63.996 9.380 20.000 111 J-682 0,060 58.898 840,928 1.440 58.550 210,045 20.046 112 J-683 0,061 79.750 839,052 1.440 79,325 148.870 20,023 Date: Wednesday, June 20, 2012, Time: 10:50:39, Page 2 835 SERVICE AREA -FIRE FLOW RESUTLS ID Static Demand (mgd) Static Pressure (psi) Static Head (ft) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 113 J-684 0.141 98.672 837,721 I A40 98.206 I 146.879 20.022 114 J-685 0.246 89.131 837.703 1.440 87.982 26.271 20.001 115 J-686 1 0.107 53.306 838.023 1.440 52.063 15.666 20.000 116 J-687 0.224 56.042 835.337 1.440 54.802 17.565 20.000 117 J-688 0.301 80.934 834,786 1.440 79.443 19.192 20.000 118 J-689 0.114 71.390 834.759 1.440 69.430 11.896 20.000 119 J-690 0.126 64.458 834,760 1.440 62.927 13.733 20.000 120 J-691 0.040 57.429 834.539 1.440 55.719 10.919 20.000 121 J-692 0.040 54.772 834,406 1.440 53.365 14.166 20.000 122 J-693 0.089 62.104 835.328 1.440 61.121 32.007 20.001 123 J-694 0.242 87.062 836.927 1.440 86.571 122.300 20.015 124 J-695 0.306 68A50 835.282 1.440 67.596 82.698 20.007 125 J-696 0.509 55.509 8334108 1.440 54.107 20.021 20.000 126 J-698 0.037 49.198 833.542 1.440 47.299 12.156 20.000 127 J-699 0.192 60.417 834.436 1.440 59.064 19.450 20.000 128 J-700 0.506 67.636 830.096 1.440 65.629 14.690 20.000 129 J-701 0.830 86.971 8306717 1.440 86.314 73.821 20.006 130 J-702 0.643 76.417 834,361 1.440 75.825 83.334 20.007 131 J-703 0.246 78.038 828.102 1.440 74.373 8.987 20.000 132 J-704 0.490 96.969 823.791 1.440 93.850 11.107 20.000 133 J-705 0.585 72.886 824.212 1.440 71.181 14.247 20.000 134 J-706 0.246 58.466 822.932 1.440 54.466 5.915 20.000 135 J-707 0.341 93.117 822.901 1.440 90.949 12.518 20.000 136 J-708 0.395 67.890 826,681 1.440 67.401 58.711 20.004 137 J-709 0.669 71.808 827,724 1.440 69.867 14.291 20.000 138 J-710 0.616 83.912 825,658 1.440 82.684 18.299 20.000 139 J-711 0.679 62.914 823,197 1.440 62.732 40.135 20.002 140 J-712 0.260 68.392 822,840 1.440 68.226 46.308 20.002 141 J-713 0.393 92.230 822,854 1.440 92.059 58.914 20.004 142 J-715 0.333 52.895 822.075 1.440 51.341 10.008 20.000 143 J-716 0.230 46.831 822.080 1.440 45.823 12.623 20.000 144 J-717 0.279 48.572 822,098 1.440 47.623 13.745 20.000 145 J 718 0.133 58.070 ( 822.019 1.440 56.775 12.147 20.000 146 J-719 0.152 t 70.971 821,793 1.440 j 68.528 I 9.150 1 20.000 147 J-720 0.316 t 72.265 821,777 1.440 70.200 11.252 20.000 148 J 721 0.183 68.276 821.572 1.440 64.255 6.776 20.000 149 J-722 0.165 81.274 821.570 1 1.440 4 76.078 6.502 20.000 150 J-723 , 0.165 65.772 821,793 1.440 i 61.341 6.009 20.000 151 J-724 0.165 74.891 j 822.838 1.440 74.755 56.279 20.003 152 J-725 0.186 60.638 1 821,945 1.440 57.291 6.655 20.000 153 J-726 0.084 51.125 821.991 1.440 48.742 6.996 20.000 154 155 J-729 J-730 0.023 0.116 55.806 61.439 833,792 833,794 1.440 1.440 53.849 59.477 10.757 11.708 20.000 20.000 156 J-731 0.093 66.010 834,342 1.440 64.408 I 15.909 20.000 157 J-732 0.093 58.824 833,758 1.440 56.285 8.638 20.000 158 J-733 0.093 57.089 833.755 1.440 54.376 7.955 20.000 159 J-734 0.211 84.087 814,063 1.440 79.704 7.688 20.000 160 J-735 0.336 MAN 814,309 1.440 80.948 9.556 20.000 161 J-736 0.412 83.335 812,327 1.440 79.130 8.652 20.000 162 J-737 0.203 80.961 812.847 1.440 77.567 9.221 20.000 163 J-738 0.282 72.851 828.131 I 1.440 67.838 6.731 20.000 164 J-739 0.282 95.176 829,655 1.440 89.603 7.594 20.000 165 J-740 0.000 48.291 831.450 1.440 46.415 13.370 20.000 166 J-741 0.000 63.559 821,686 1.441 63.527 125,572 20.016 Date: Wednesday, June 20, 2012, Time: 10:50:39, Page 3 Elevated Storage Tank Graph N ;V u Junction Nodes -Input Data 904 SERVICE AREA NODES -INPUT DATA ID (Char) Elevation (R) Model (Char) 1 J-101 7084000 2011 2 J-102 708.000 2011 3 J-103 705.000 2011 4 J-104 705,000 2011 5 J-107 709.000 2011 6 J-108 706,000 2011 7 J-109 705,000 2011 8 J-110 708.000 2011 9 J-111 709,000 2011 10 J-112 710.000 2011 11 J-113 700.000 2011 12 J-114 715,000 2011 13 J-115 725,000 2011 14 J-116 725.000 2011 15 J-117 700,000 2011 16 J-118 710,000 2011 17 J•119 708,000 2011 18 J-120 702,000 2011 19 J-121 700.000 2011 20 J-122 708,000 2011 21 J-123 705.000 2011 22 J-124 700.000 2011 23 J-125 695.000 2011 24 J-126 708,000 2011 25 J-127 7114000 2011 26 J-128 714.000 2011 27 J-129 730,000 2011 28 J0130 720.000 2011 29 J-132 715.000 2011 30 J-133 710.000 2011 31 J-135 695,000 2011 32 J-136 705,000 2011 33 J-137 700.000 2011 34 J-138 705,000 2011 35 J-139 690.000 2011 36 J-140 700.000 2011 37 J-141 702.000 2011 38 J-142 700,000 2011 39 J-143 704,000 2011 40 J-146 695,000 2011 41 J-147 690,000 2011 42 J-148 698,000 2011 43 J-149 705,000 2011 44 J-150 705,000 2011 45 J-151 705,000 2011 46 J-152 696,000 2011 47 J-153 704.000 2011 48 J-154 712.000 2011 49 J-156 720,000 2011 50 J-157 704.000 2011 51 J-158 685,000 2011 52 J-159 704,000 2011 53 J-160 702,000 2011 54 J-161 685.000 2011 55 J-162 688,000 2011 56 J-163 704.000 2011 Date: Wednesday, June 20, 2012, Time: 11:03:11, Page 1 904 SERVICE AREA NODES -INPUT DATA ID (Char) Elevation (it) Model (Char) 57 J-164 704,000 2011 58 J-165 706,000 2011 59 J-166 708.000 2011 60 J-167 705,000 2011 61 J-168 695,000 2011 62 J-169 710,000 2011 63 J-170 714,000 2011 64 J-171 715,000 2011 65 J-172 715.000 2011 66 J-173 705.000 2011 67 J-174 7164000 2011 68 J-175 712,000 2011 69 J-176 710,000 2011 70 J-177 708,000 2011 71 J-178 710,000 2011 72 J-179 700,000 2011 73 J-180 700,000 2011 74 J-181 7104000 2011 75 J-182 714,000 2011 76 J-183 714,000 2011 77 J-184 715,000 2011 78 J-185 715,000 2011 79 J-186 724,000 2011 80 J-187 720,000 2011 81 J-188 7164000 2011 82 J-189 715.000 2011 83 J-190 714.000 2011 84 J-191 735,000 2011 85 J-192 730,000 2011 86 J-193 728,000 2011 87 J-194 728,000 2011 88 J-195 730,000 2011 89 J-196 715,000 2011 90 J-197 715,000 2011 91 J-198 718,000 2011 92 J-199 716,000 I 2011 93 J-200 716.000 2011 94 J-201 750.000 2011 95 J-202 ( 715.000 2011 96 J-203 715.000 2011 97 J-204 716,000 2011 98 J-205 722.000 2611 99 J-206 715,000 2011 100 J-207 685,000 2011 101 J-208 716,000 2011 102 J-209 715.000 2011 103 J-210 718,000 2011 104 J-211 722*000 2011 105 J-212 718,000 2011 106 J-213 714.000 2011 107 J-214 704,000 2011 108 J-215 705.000 2011 109 J-216 712,000 2011 110 J-217 708.000 2011 111 J-218 710,000 2011 112 J-219 720.000 2011 Date: Wednesday, Juno 20, 2012, Time: 11:03:11, Page 2 904 SERVICE AREA NODES -INPUT DATA ID (Char) Elevation (It) Model (Char) 113 J-220 722,000 2011 114 J-221 7224000 2011 115 J-222 722.000 I 2011 116 J-223 710,000 2011 117 J-224 722.000 2011 118 J-225 715.000 2011 119 J-226 710.000 2011 120 J-227 712,000 2011 121 J-228 700,000 2011 122 J-229 690,000 2011 123 J-230 674.000 2011 124 J-231 690,000 2011 125 J-233 686,000 2011 126 J-234 685.000 2011 127 J-243 705.000 2011 128 J-244 714.000 2011 129 J-245 710.000 2011 130 J-246 731.000 2011 131 J-247 715,000 2011 132 J-248 718,000 2011 133 J-249 724,000 2011 134 J-250 705,000 2011 135 J-251 695.000 2011 136 J 252 720.000 2011 137 J-253 688,000 2011 138 J-254 690.000 2011 139 J-255 690,000 2011 140 J-256 705,000 2011 141 J-264 708,000 2011 142 J-268 702.000 2011 143 J-271 710,000 2011 144 J-272 710,000 2011 145 J-273 710.000 2011 146 J-274 725.000 i2011 147 J-275 725,000 2011 148 J-276 725.000 1 2011 149 J-277 730,000 2011 150 J-278 740,000 2011 151 J-279 718.000 2011 152 J-280 732,000 2011 153 J-281 740.000 2011 154 J-282 742,000 2011 155 J-283 748,000 2011 156 J-284 750.000 2011 157 J-285 762.000 2011 158 J-286 764,000 2011 159 J-287 764,000 2011 160 J-289 755.000 2011 161 J-290 764,000 2011 162 J-291 766,000 2011 163 J-292 766.000 2011 164 J-293 764.000 2011 165 J-294 754,000 2011 166 J-295 722,000 2011 167 J-296 762.000 2011 168 J-297 762,000 2011 Date: Wednesday, June 20, 2012, Time: 11:03:11, Page 3 904 SERVICE AREA NODES -INPUT DATA ID (Char) Elevation (ft) Model (Char) 169 J-298 760,000 2011 170 J-299 748,000 2011 171 J-300 752.000 2011 172 J-301 758,000 2011 173 J-302 752.000 2011 174 J-303 758,000 2011 175 J-304 7504000 2011 176 J-305 740.000 2011 177 J-306 744.000 2011 178 J-307 745,000 2011 179 J-308 745,000 2011 180 J-309 745.000 2011 181 J-310 748,000 2011 182 J-311 748.000 2011 183 J-312 750,000 2011 184 J-313 742,000 2011 185 J-314 745.000 2011 186 J-315 742.000 2011 187 J-316 744,000 2011 188 J-317 732.000 2011 189 J-318 734,000 2011 190 J-319 734,000 2011 191 J-320 738.000 2011 192 J-321 734,000 2011 193 J-322 738.000 2011 194 J-323 742,000 2011 195 J-324 738.000 2011 196 J-325 744,000 2011 197 J-326 742.000 2011 198 J-327 748,000 2011 199 J-328 736,000 2011 200 J-329 722,000 2011 201 J-330 735,000 2011 202 J-331 725,000 2011 203 J-332 668.000 2011 204 J-334 762,000 2011 _ 205 J-335 716,000 2011 206 J-336 712.000 2011 207 J-337 715,000 2011 208 J-339 704,000 2011 209 J-344 725,000 2011 210 J-345 695,000 2011 211 J-350 706,000 2011 212 J-351 706,0001F2011 213 J-352 7184000 2011 214 J-383 662,000 2011 215 J-388 696,000 2011 216 J-391 728,000 BUILDOUT 217 J-392 716.000 BUILDOUT 218 J-393 752.000 BUILDOUT 219 J-394 756.000 BUILDOUT 220 J-395 746,000 BUILDOUT 221 J-396 732,0 00 BUILDOUT 222 J-397 716,000 BUILDOUT 223 J-398 690.000 2011 224 J-399 740,000 BUILDOUT Date: Wednesday, June 20, 2012, Time: 11:03:11, Page 4 904 SERVICE AREA NODES -INPUT DATA ID (Char) Elevation (ft) Model (Char) 225 J-400 744,000 BUILDOUT 226 J-401 742.000 BUILDOUT 227 J-402 736,000 BUILDOUT 228 J-403 722,000 BUILDOUT 229 J-406 722,000 2011 230 J-407 744,000 BUILDOUT 231 J-408 740,000 2011 232 J-409 706.000 BUILDOUT 233 J-410 734,000 BUILDOUT 234 J-411 678,000 BUILDOUT 235 J-412 6946000 BUILDOUT 236 J-413 698.000 BUILDOUT 237 J-414 700.000 BUILDOUT 238 J-415 710.000 BUILDOUT 239 J-416 708,000 BUILDOUT 240 J-417 716,000 2011 241 J-418 692,000 BUILDOUT 242 J-419 718,000 BUILDOUT 243 J-420 718,000 BUILDOUT 244 J-421 7364000 BUILDOUT 245 J-422 708,000 BUILDOUT 246 J-423 696,000 BUILDOUT 247 J-426 745.000 2011 248 J-427 732,000 BUILDOUT 249 J-428 760.000 2011 250 J-429 740.000 2011 251 _ J-430 703,000 2011 252 J-460 745,000 BUILDOUT 253 J-697 716,000 2011 254 J-714 730,000 BUILDOUT 255 J-727 728,000 BUILDOUT 256 J-728 715,000 BUILDOUT 257 J-742 700,000 BUILDOUT 258 J-743 672.000 BUILDOUT Date: Wednesday, June 20, 2012, Time: 11:03:11, Page 5 Pipes -Input Data 904 SERVICE FlREAPIPES -INPUT DATA BASE ID (Char) Length (ft) Diameter (in) Roughness (Double) 1 P-101 115.801 8.000 110,000 2 P-102 657.111 8.000 110.000 3 I P-103 363,344 8.000 110,000 4 P-106 463,108 2.000 1104000 5 P-107 6824407 6.000 110,000 6 P-108 361,692 6.000 110,000 7 P-110 11283,124 6.000 110,000 8 P-111 417.553 6.000 110,000 9 P-112 389.827 6.000 110,000 10 P-113 11541,930 6.000 110,000 11 P-114 367.104 8.000 110,000 12 P-115 642,641 6.000 110,000 13 P-116 21106,007 6.000 1109000 14 P-117 801,935 6.000 110,000 15 P-118 173,814 8.000 110.000 16 P-119 341,199 6.000 110,000 17 P-12 11,173.350 8.000 1106000 18 P-122 783,396 6.000 110,000 19 P-123 199,659 8.000 110,000 20 P-124 342,559 8.000 110.000 21 P-125 2,081.686 8.000 110.000 22 P-126 283,986 8.000 110,000 23 P-127 616,277 8.000 110,000 24 P-128 566.855 8.000 110,000 25 P-129 11199,299 8.000 1106000 26 P-131 635,633 8.000 1100000 27 P-134 653.148 6.000 110,000 28 P-135 21935,057 6.000 110.000 29 P-136 568.358 6.000 1100000 30 P-138 854,558 2.000 110,000 31 P-139 11851.287 8.000 110,000 32 I P-141 21517,734 12.000 120.000 33 P-142 882,042 12.000 120.000 34 ; P-143 711,117 12.000 120,000 35 P-144 11612,478 i 12.000 120,000 36 P-145 1,340.815 6.000 110.000 37 P-146 417,711 8.000 110,000 38 I P-147 1,166,796 2.000 110,000 39 P-148 423.967 6.000 110.000 40 P-149 3,432,429 8.000 110,000 41 , P-150 11403,277 ( 6.000 110.000 42 P-153 437.839 6.000 110,000 43 P-154 770A06 6.000 110,000 44 P-155 531,193 8.000 110,000 45 P-156 442.320 8.000 110,000 46 P-157 331,887 8.000 110,000 47 P-158 11668,883 8.000 110,000 48 P-159 1,606.782 8.000 110.000 49 11042,611 8.000 1104000 50 361,818 12.000 120,000 51 134054555 6,000 110,000 52 %P-166 1,393.081 8.000 110,000 53 335,718 8.000 110.000 54 915,402 8,000 110,000 55 P-167 766.233 8.000 110,000 56 P-168 431.896 8.000 110.000 Date: Wednesday, June 201 2012, Time: 11:04:34, Page 1 9D4 SERVICE AREA PIPES -INPUT DATA BASE ID (Char) Length (ft) Diameter (in) Roughness (Double) 57 P-169 288,384 8.000 110,000 58 P-170 764.483 8.000 110,000 59 P-171 284,853 8.000 110,000 60 P-172 293,413 8.000 1100000 61 P-173 766,613 8.000 110,000 62 P-174 287,365 8.000 110.000 63 P-175 884.547 8.000 110,000 64 P-176 329.041 8.000 110,000 65 P-177 197,135 8.000 110,000 66 P-178 341.435 8.000 110,000 67 P-179 19lo06O 8.000 110,000 68 P•180 464.549 8.000 110.000 69 P-181 311.142 8.000 1104000 70 P-182 369,863 8.000 110,000 71 P-183 261,599 8.000 110,000 72 P-184 286,476 8.000 110,000 73 P-185 13384,783 8.000 1101000 74 P186 348,778 8.000 110,000 75 P-187 11352,028 8.000 110.000 76 P-188 1,009.741 8.000 110,000 77 P-189 688,953 8.000 110,000 78 P-190 715.681 12.000 120.000 79 P-191 472,894 12.000 120.000 80 P-192 689.132 12.000 120,000 81 P-193 11240,268 8.000 1104000 82 P-194 863.807 12.000 1206000 83 P-195 411,030 8.000 110,000 84 P-196 774.999 8.000 110,000 _ 85 P-197 996,545 8.000 1100000 86 P-198 819.481 8.000 110,000 87 P-199 605,963 8.000 110,000 88 P-200 922.128 8.000 110.000 89 P-201 325,188 12.000 120,000 _ 90 P-202 394,566 12.000 120,000 91 P-203 757.835 8.000 110,000 P-204 768.222 12.000 120,000 _92 93 P-205 261,945 12.000 120,000 94 P-206 1,221.978 12.000 120,000 95 ( P-207 1,725.148 12.000 120.000 96 P-208 1,534.712 8.000 110,000 97 P-209 937,166 8.000 110,000 98 P-210 947A58 8.000 110,000 99 P-211 334,529 8.000 110,000 100 P-212 589,497 8.000 110,000 101 P-213 177,900 12.000 120,000 102 P-214 21379,793 12.000 120.000 103 P-215 22411.650 12.000 120.000 104 P-216 674,135 8.000 110,000 105 P-217 11280,638 8.000 1100000 106 P-218 1,732.170 6.000 110,000 107 P-219 103.476 8.000 1100000 108 P-220 426,162 12.000 120,000 109 P-221 132,106 12.000 120,000 110 P-222 921,603 8.000 110,000 111 P-223 278.752 8.000 110.000 112 P-224 412,466 8.000 110,000 Date: Wednesday, June 20, 2012, Time: 11:04:34, Page 2 904 SERVICE AREA PIPES -INPUT DATA BASE ` ID (Char) Length (it) Diameter (in) Roughness (Double) 113 P-225 298,129 8.000 I MOW 114 P-226 284.438 I 8.000 110,000 115 P-227 285,866 8,000 110,000 116 P-228 675.084 8,000 110,000 117 P-229 325,209 8.000 110,000 118 P-230 2,506.469 12.000 120,000 119 P-231 1$05.279 14.000 120.000 120 P-232 454,651 14.000 120.000 121 P-233 1,806.701 8,000 110,000 122 P-234 501.033 12.000 l20.000 123 P-235 11016,959 12,000 1204000 124 P-236 493,787 12.000 1204000 125 P-237 1,213.294 12.000 120,000 126 P-238 116,843 8.000 110.000 127 P-239 318,714 8.000 110,000 128 P-240 296.605 8.000 110,000 129 P-241 1,025.021 8,000 110.000 130 P-242 683.259 8.000 110.000 131 P-243 307,935 8,000 110.000 132 P-244 2734718 8,000 110.000 133 P-245 283.838 8.000 110.000 134 P-246 854,365 8,000 110,000 135 P-247 370.710 8.000 110,000 136 P-248 312,588 8.000 110,000 137 P-249 968,507 8,000 110,000 138 P-250 957,019 8.000 110,000 139 P-251 439.571 8.000 110,000 140 P-252 312,782 8.000 110,000 141 P-253 545,982 8.000 110,000 142 P-254 626.172 8.000 110,000 143 P-255 731,799 8,000 110,000 144 P-256 277.080 8.000 110,000 145 P-257 165,248 8.000 110.000 146 P-258 1,463.306 1 8,000 110,000 147 P-259 485,396 8,000 110,000 148 P-260 1,006.767 i 8.000 110.000 149 I P-261 1,290.892 j 8,000 110.000 150 j P-262 11432,379 8.000 110,000 151 P-263 874.459 i 8.000 110.000 152 P-264 111178,844 8.000 110.000 153 ( P-265 284,832 8.000 110,000 154 P-266 719.954 f 8,000 110,000 155 P-267 630,738 8,000 110,000 156 P-268 678,323 8,000 110.000 157 P-269 693,615 8,000 110,000 158 P-270 936.911 8,000 110,000 159 P-272 139,444 8,000 110,000 160 P-273 154.674 12,000 120.000 161 P-274 947,272 12,000 120,000 162 P-283 859,692 12.000 1204000 163 P-284 847,668 8,000 110,000 164 P-285 444,576 12,000 120.000 165 P-286 928,425 10.000 110,000 166 P-287 1,082.247 8.000 110,000 167 P-288 584,030 8.000 110,000 168 P-289 455,689 8,000 110,000 Date: Wednesday, June 201 2012, Time: 11:04:34, Page 3 904 SERVICE AREA PIPES -INPUT DATA BASE ID (Char) Length (It) Diameter (in) Roughness (Double) 169 P-290 761,635 8.000 1104000 170 P-291 357,846 8.000 1106000 171 P-292 690,620 ( 8.000 110.000 172 P-293 775,870 8.000 110.000 173 P-294 274.634 8.000 110.000 174 P-295 13546,184 8.000 110,000 175 P-296 1,572.455 8.000 110,000 176 P-297 11106,123 8.000 110,000 177 P-298 329.327 8.000 110.000 178 P-299 1,030.415 8.000 110,000 179 P-300 554,251 8.000 110.000 180 P-301 1,470.612 8.000 110,000 181 P-302 385,801 12.000 120,000 182 Mill 1,549.285 6.000 110,000 183 P-320 727.887 12.000 120.000 184 P-321 707,413 8.000 110.000 185 P-322 11413,792 12.000 120,000 186 P-323 449,827 8.000 110.000 187 P-324 279,968 8.000 110.000 188 P-325 11399,287 6.000 110,000 189 P-326 606,620 12.000 ' 120,000 190 P-327 545,586 12.000 120,000 191 I P-328 2,126.872 12.000 120,000 192 P-329 977,548 12.000 120,000 193 P-330 1,067.742 12.000 120,000 194 P-331 2,085.634 8.000 110,000 195 P-332 11992.312 8.000 110.000 196 P-333 606.149 8.000 110.000 197 P-334 11974,382 8.000 110,000 198 P-335 2,105.930 8.000 110.000 199 P-336 1,384,537 8.000 I 110,000 200 P-337 21736,159 12.000 120.000 201 P-338 264.414 8.000 110.000 202 P-339 3,770.641 i 12.000 j 120,000 203 M40 1 r705,421 8.000 110.000 204 P-341 326,964 12.000 120.000 205 P-342 715.308 8.000 110.000 206 P-343 952,063 6.000 110.000 207 P-344 I 758,671 6.000 110,000 208 P-345 193,719 6.000 110,000 209 P-346 1,172.526 6.000 1 110.000 210 P347 596,095 6.000 110.000 211 P-348 11102,436 6.000 110,000 212 P-349 840,229 6.000 110,000 213 P-350 727.354 8.000 110,000 214 P-351 445,806 8.000 110,000 215 P-352 616.144 8.000 110.000 216 P-353 619.872 6.000 110,000 217 P-354 583,486 6.000 1106000 218 P-355 969,547 6.000 110.000 219 P-356 11730,678 6.000 110.000 220 P-357 1,078,573 6.000 110,000 221 P-358 814.119 6.000 110,000 222 P-359 779.140 6.000 110,000 223 P-360 523.507 6.000 110.000 224 P-361 568.080 8.000 110,000 Date: Wednesday, June 201 2012, Time: 11:04:34, Page 4 904 SERVICE AREA PIPES -INPUT DATA BASE ID (Char) Length (fl) Diameter (in) Roughness (Double) 225 P-362 340,749 8.000 110,000 226 P-363 2,234.595 8.000 110.000 227 P-365 615,551 12.000 120,000 228 P-366 485.551 10.000 110.000 229 P-367 270.416 10.000 110,000 230 P-368 623.231 10.000 110,000 231 P-369 263,720 10.000 110,000 232 P-370 1,361.783 8.000 110,000 233 P-371 355,111 8.000 110.000 234 P-372 257.731 8.000 110,000 235 P-373 472.047 8.000 110.000 236 P-374 656.917 8.000 110.000 237 P-375 652,696 8.000 1106000 238 P-376 609,905 8.000 110,000 239 P-377 496,821 8.000 110.000 240 P-378 11027,491 8.000 110,000 241 P-379 529.712 8.000 110,000 242 P-380 966.521 8.000 110,000 243 P-381 787,376 8.000 110,000 244 P-382 310,099 10.000 110,000 245 P-383 794,100 10.000 110,000 246 P-384 8364759 10,000 1106000 247 P-385 1,420.426 8.000 110,000 248 P-386 298.516 10.000 110.000 249 P-387 332,814 10.000 1106000 250 P-388 1,602.385 81000 1100000 251 P-389 867.9 88 8.000 1104000 252 P-390 332,803 8.000 110,000 253 P-391 11429,246 8.000 110.000 254 P-392 143,678 8.000 110.000 255 P-393 838.889 14.000 120,000 256 P-394 139,909 10.000 110,000 257 P-395 742,053 14.000 120,000 258 P-396 571.680 10.000 110,000 _ 259 P-397 1,426,078 8.000 110.000 260 P-398 12296,900 8.000 j 110.000 261 P-399 534,429 8.000 110,000 262 P400 869,740 8.000 110,000 263 P-401 838,908 8.000 110,000 264 P-402 865,929 8.000 110,000 265 P-403 814.015 I 8.000 110,000 266 P-404 I 825,732 8.000 110,000 267 P-405 567,241 10.000 110,000 268 P-406 1,088.570 8.000 110,000 269 P-407 683,633 12.000 120.000 270 P-408 163.576 8.000 110,000 271 P-410 653,731 6.000 110.000 272 P-411 566.423 6.000 110,000 273 P-412 993,141 6.000 110,000 274 P-413 284,423 8.000 110.000 275 P-414 271,900 12.000 120.000 276 P-415 415.029 8.000 110,000 277 P-416 276.840 8.000 110.000 278 P-417 732,881 8.000 110,000 279 P-421 349,754 6.000 110,000 280 P-422 1,015.489 6.000 110.000 Qate: Wednesday, June 201 2012, Time: 11:04:34, Page 5 904 SERVICE AREA PIPES -INPUT DATA ' BASE ID (Char) Length (tQ Diameter (in) Roughness (Double) 281 I P-427 2,555.613 6.000 110,000 282 P-429 828.217 i 6,000 110.000 283 P-435 50416.579 6,000 110,000 284 P-436 1,179.873 12,000 120,000 285 P-438 873,500 6,000 110,000 286 P-439 582.375 6,000 110,000 287 P-474 168,315 6.000 110.000 288 P490 21075,153 6,000 1104000 289 P-500 11995.439 8,000 125.000 290 P-501 1,905.443 8,000 125,000 291 P-502 21621,009 24,000 130,000 292 P-503 3:793.413 24.000 130.000 293 P-504 41678.062 24.000 130,000 294 P-505 1,374.790 8.000 1254000 295 P-506 41997.514 12.000 1256000 296 P-507 13939,622 16.000 125,000 297 P-508 21659,516 16.000 i25.000 298 P-509 13692,116 12.000 125.000 299 P-510 2,880.771 16.000 125.000 300 P-511 131803.989 12.000 125.000 301 P-512 21783.459 12.000 125.000 302 P-513 11145,507 12,000 125,000 303 P-514 715,924 12,000 120,000 304 P-515 2,192.049 12.000 125.000 305 P-516 31314,810 12,000 125,000 306 P-517 13129.270 16,000 125,000 307 P-518 3$77.487 12.000 125.000 308 P-519 31231,105 16,000 125.000 309 P-520 69316.191 12.000 125,000 310 P-521 896,256 12,000 125.D00 311 P-522 684,456 16.000 125.000 312 P-523 860.643 12.To�oj 125,000 313f P-527 1,349.531 12,000 I 125,000 314 P-528 1 947,676 I 16.000 125.000 315 P-529 288.307 16,000 125,000 316 P-530 11001,289 16.000 125,000 317 P-531 ; 1,514.129 6,000 110,000 318 P-532 11144.612 12.000 125,000 319 P-533 1,765.107 12.000 125.000 320 P-534 257,068 I 12.000 ( 125.000 321 P-535 131281,222 12.000 125,000 322 P-536 2,280.737 12.000 125.000 323 P-537 21527,081 ( 12.000 125,000 324 P-538 2799.906 12.000 125.000 325 P-539 1:829.651 12,000 125.000 326 P-540 649.549 12.000 125,000 327 P-541 11418.246 12,000 125.000 328 P-542 2,737,526 12,000 125.000 329 P-543 21188.842 12,000 125,000 330 P-544 1,472.263 12,000 125,000 331 P-545 1,020,172 6,000 110,000 332 P-546 21024.780 12,000 125.000 333 P-547 761.340 12.000 125.000 334 P-548 2,726.420 12,000 125,000 335 P-549 2,081.047 12,000 1259000 336 P-550 11859,746 12,000 125.000 Date: Wednesday, June 20, 2012, Time: 11:04:34, Page 6 904 SERVICE AREA PIPES -INPUT DATA ,BASE , ID (Char) Length (ft) Diameter (in) Roughness (Double) 337 P-551 3,388.885 12,000 125,000 338 P-552 2,625.299 12,000 ! 120.000 339 P-553 247,609 12.000 125,000 340 P-554 5,484.869 12.000 125.000 341 P-555 313444825 12,000 125*000 342 P-556 5,019.713 12.000 125,000 343 I P-557 257.348 12,000 1254000 344 P-558 1,202,292 12,000 125.000 345 P-559 21022,495 16.000 120.000 346 P-560 11047,111 24,000 130,000 347 P-561 173,860 12,000 125,000 348 P-563 509.189 16,000 120,000 349 P-564 634.130 16.000 120,000 350 P-569 11002,760 12.000 120,000 351 P-570 3,928.208 20.000 125,000 352 P-571 278,381 16.000 125,000 353 P-572 21307,149 16.000 125,000 354 P-573 427.488 16.000 125,000 355 P-574 848,869 16,000 125,000 356 P-575 624.601 16,000 125,000 357 P-576 636.024 16.000 125.000 358 P-577 750,661 16,000 125,000 359 P-578 564.384 8.000 110,000 360 P-579 503,773 12,000 125,000 361 P-580 553,816 16,000 120,000 362 P-581 1,550.956 16,000 125.000 363 P-582 743,804 16,000 125.000 364 P-583 2,080.115 16.000 125.000 365 P-584 1,253.327 12,000 125.000 366 P-585 23625.262 12.000 125.000 367 P-586 1,206.559 12.000 125.000 368 P-587 718.211 i2.300 120.000 369 P-588 4:215,464 16,000 125,000 370 P-589 11086,958 ' 16,000 125,000 371 j P-590 1,937.029 16.000 1595.0On0 372 _ P 591 i 2,109.189 I 16.000 125,000 373 I P-592 11062,857 I 12,000 125,000 374 ( P-593 12518.576 12,000 125,000 375 P-789 6,281.701 12,000 125.000 376 P-808 872,507 ' 12,000 125,000 377 P-809 2,119.591 12.000 125.000 378 P-810 21405,353 12,000 125,000 379 P-811 220,371 12.000 125.000 380 P-830 690.174 6,000 110.000 381 P-831 21047,776 12,000 125,000 382 P-833 1,442.807 8,000 1100000 383 P-834 1,511.580 8,000 125.000 384 P-835 649,986 8,000 125,000 385 P-836 6204963 12,000 1254000 386 P-902 715,217 12,000 125,000 387 P-903 11323,269 12,000 120,000 388 P-923 980,345 16,000 125,000 389 P-930 446,371 8.000 110.000 390 P-931 476.785 8.000 110.000 391 P-932 282,595 8,000 110.000 392 P-933 1,485.501 8,000 110,000 Date: Wednesday, June 20, 2012, Time: 11:04:34, Page 7 904 SERVICE AREA PIPES -INPUT DATA BASE * ID (Char) Length (ft} Diameter (in) Roughness (Double) 393 P-935 31085,297 12.000 125.000 394 F P-936 709.576 8.000 110.000 Date: Wednesday, June 20, 2012, Time: 11:04:34, Page 8 Pumps -Input Data 904 SERVICE AREA PUMPS -INPUT DATA ' BO_PUMP_SET' ID Type Elevation Constant Power (hp) 1 NP_FUT_PMP_01 0: Constant Power Input 758.000 95.000 2 NP_FUT_PMP_02 0: Constant Power Input 758,000 95.000 3 NP_FUT_PMP_03 0: Constant Power Input 758,000 95.000 4 NP_FUT_PMP_04 0: Constant Power Input 758,000 95.000 5 NP_ FLIT _PMP_05 0: Constant Power Input 758.000 95.000 Date: Wednesday, June 20, 2012, Time: 1 i:05:58, Page 1 Ground Storage -Input Data 904 SERVICE AREA GROUND STORAGE -INPUT DATA * BASE * ID (Char) Type (Int) Elevation (ft) Maximum Level (ft) Initial Level Diameter (ft) (ft) 1 I NORTH_PLANT_GSR 0: Cylindrical 758.000 1 40.000 1 27.000 1 92.500 Date: Wednesday, June 20, 2012, Time: 11:07:05, Page 1 Elevated Tanks -Input Data 904 SERVICE AREA ELEVATEp TANKS -INPUT DATA ' BASE' ID (Char) Elevation (ft) Maximum Level (ft) Initial Level (ft) Diameter (ft) 1 PACKBERRY_O.75MG_ES T 874,000 30.000 20.000 65.500 2 HWY5_1MG_EST I 874,000 30.000 20.000 75.500 3 I-75_1.OMG_EST 874,000 30.000 20.000 75.500 Date: Wednesday, June 20, 2012, Time: 11:18:56, Page 1 Junction Nodes Pressure Results 904 SERVICE AREA NODES -PRESSURE RESULTS ID Max.Value (psi) Max.Time (hrs.) Min.Value (psi) Min.Time (hrs.) Average (psi) Difference (psi) 1 J-101 82,429 09:00 66.619 29:00 77,699 15.811 2 J-102 82.429 09:00 66.627 29:00 77.700 15.802 3 J-103 83.731 09:00 68.052 29:00 79.025 15.679 4 J-104 83.735 09:00 68.180 29:00 79.053 15.554 5 J-107 81.958 09:00 66.125 29:00 77,237 15.833 6 J-108 83.256 09:00 67.541 29:00 78.555 15.715 7 J-109 83.690 09:00 68.178 29:00 79.026 15.513 8 J-110 82.394 09:00 66.563 29:00 77.673 15.831 9 J-111 81.969 09:00 66.121 29:00 77.241 15.847 10 J-112 81.581 09:00 65.703 29:00 76.830 15.878 11 J-113 85.964 0900 70.111 29:00 81.210 15.853 12 J-114 79.677 09:00 63.903 29:00 74.925 15.774 13 J-115 75.952 09:00 62.452 29:00 71.611 13.500 14 J-116 75.900 09:00 61.216 29:00 71.350 14.684 15 J-117 85.967 09:00 70.127 29:00 81.215 15.840 16 J-118 81.578 09:00 65.687 29:00 76.823 15.891 17 J-119 82.429 09:00 66.508 29:00 77.667 15.921 18 J-120 84.999 09:00 69.062 29:00 80.236 15.937 19 J-121 85.853 09:00 69.922 29:00 81.093 15.931 20 J-122 82.535 09:00 66.779 29:00 77.793 15.757 21 J-123 83.884 09:00 68.200 29:00 79.147 15.685 22 J-124 86.044 09:00 70.268 29:00 81.290 15.776 23 J-125 88.208 09:00 72.399 29:00 83.448 15.809 24 J-126 82.703 09:00 67.589 29:00 78.064 15.115 25 J-127 81.401 09:00 66.278 29:00 76.761 15.123 26 J-128 80.101 09:00 64.977 29:00 75.461 15.124 27 J-129 74.007 49:00 62.356 29:00 69.953 11.650 28 J-130 77.586 09:00 61.888 29:00 72.846 15.698 29 J-132 79.361 10:00 64.444 29:00 74.656 14.916 30 J-133 82.407 49:00 70.252 29:00 78.262 12.155 31 J-135 88.008 10:00 72.637 29:00 83.281 15.371 32 J-136 83.714 10:00 69.062 29:00 79.050 14.653 33 J-137 85.897 10:00 71.548 29:00 81.259 14.349 34 J-138 83.794 10:0 0 70.636 29:00 79.265 13.158 35 J-139 90.185 09:00 74.170 29:00 85.408 16.015 36 J-140 85.852 09:00 69.835 2900 81.075 16.017 37 J-141 84.984 09:00 68.970 29:00 80.208 16.014 38 J-142 85.851 09:00 69.836 29:00 81.075 16.015 39 J-143 84.118 09:00 68.104 29:00 79.342 16.014 40 J-146 87.957 10:00 72.199 29:00 83.145 15.757 41 J-147 90.134 10:00 74.84 229:00 85.347 15.287 42 J-148 86.659 10:00 70,763 29:00 81.907 15.897 43 J_-149 83.601 10:00 67.512 29:00 78.754 16.088 44 J-150 83.596 10:00 67.462 29:00 78.741 16.134 45 J-151 83.588 10:00 67.375 29:00 78.720 16.212 46 J-152 87.485 10:00 71.254 29:00 82.614 16.231 47 J-153 84.113 10:00 68.883 29:00 79.396 15.231 48 J-154 81.710 49:00 70.254 29:00 77.666 11.456 49 J-156 78.350 49:00 67.458 2900 74.388 10.892 50 J-157 84.100 10:00 68.785 29:00 79.358 15.314 51 J-158 92.328 10:00 76.992 29:00 87.578 15.336 52 J-159 84.096 10.00 68.760 29:00 79,346 15.335 53 J-160 84.962 10:00 69.626 29:00 80.211 15.336 54 J-161 92.328 10:00 76.992 29:00 87.577 15.336 55 J-162 91.028 10:00 75.696 29:00 86.277 15.332 56 J-163 84.096 10:00 687,67 29:00 79.345 15.329 Date: Wednesday, June 20, 2012, Time:11:20:12, Page 1 904 SERVICE AREA NODES -PRESSURE RESULTS ID Max.Value (psi) Max.Time (hrs.) Min.Value (psi) Min.Time (hrs.) Average (psi) Difference (psi) 57 J-164 84,098 10:00 68,810 29:00 79352 15,288 58 J-165 83,238 10:00 68,043 29:00 78,502 15,195 59 J-166 82,364 10:00 67.098 29:00 77,616 15.266 60 J-167 83,663 10:00 68.392 29:00 78,914 15,271 61 J-168 87,995 10:00 72,717 29:00 83,245 15,279 62 J-169 81,543 10:00 66,810 29:00 76,869 14,733 63 J-170 79,827 10:00 65,310 29:00 75.180 14,517 64 J-171 79.395 10:00 64,908 29:00 74,750 14.486 65 J-172 79,394 10:00 64,911 29:00 74,746 14,483 66 J-173 83,727 10:00 69,284 29:00 79,081 14,444 67 J-174 78.971 10:00 64,565 29:00 74,340 14.407 68 J-175 80.727 10:00 66,526 29:00 76,131 14,201 69 J-176 81,556 10:00 66,988 29:00 76,902 14.568 70 J-177 82,419 10:00 67,814 29:00 77,760 14,605 71 J 178 81,575 10:00 67,170 29:00 76,949 14.405 72 J-179 850910 10:00 71,516 29:00 81,286 14,394 73 J-180 85,876 10:00 71,135 29:00 81,198 14,741 74 J-181 81,624 10:00 67,687 29:00 77,075 13.936 75 J-182 79.934 10:00 66.394 29:00 75.460 13,540 76 J-183 79,910 10:00 66.183 29:00 75,390 13.727 77 J-184 79.602 10:00 66.861 29:00 75,306 12.741 78 J-185 79,664 49:00 67,266 29:00 75,448 12398 79 J-186 76,377 49:00 65.813 29:00 72,478 10,565 J-187 77,423 10:00 64,900 29:00 73.069 12,522 J-188 79,179 10:00 67.474 29:00 74,871 11,704 M83 J-189 79,481 10:00 65.823 29:00 74,969 13,658 J-190 79,930 10:00 66,481 29:00 75,439 13,449 J-191 72.470 49:00 63,572 31:00 68.956 8.898 85 J-192 74,515 4900 65,588 31:00 71,006 8,927 86 J-193 754176 49:00 65,909 31:00 71,476 9,267 87 J-194 75,167 49:00 65.884 31:00 71,457 9,283 88 J-195 74.005 49:00 62139 29:00 69.927 11.866 89 J-196 79,535 10:00 66.614 29:00 75,103 12,921 90 J-197 79,500 10:00 66.084 29:00 75.014 13,416 91 J-198 78,268 10:00 65.468 29:00 73,885 12,800 92 J-199 79.099 10:00 66.040 29:00 74.660 13.059 93 J-200 79,195 10:00 67,781 29:00 74,913 11.413 94 J-201 65,045 49:00 55.124 29:00 61.218 9,921 95 J-202 79,428 10:00 65.903 29:00 74,847 13.526 96 J-203 79,422 10:00 65.817 29:00 74.830 13.604 97 J-204 79.005 10:00 65,578 29:00 74,443 13.427 98 J-205 76,394 10:00 62.817 29:00 71,815 11577 99 J-206 79,427 10:00 65.845 29:00 74,849 13.582 100 J-207 92,468 10:00 79.23 229:00 87,969 13,229 101 J-208 78,992 10:00 65,417 29:00 74,408 13,575 102 J-209 79,411 10:00 65,686 29:00 74.805 13.725 103 J-210 78,103 10:00 64,292 29:00 73,485 13,812 104 J-211 76,359 10:00 62,416 29:00 71,721 13,943 105 J-212 78.085 10:00 64,067 29:00 73.437 14.018 106 J-213 79,814 10:00 65,748 29:00 75159 14,067 107 J-214 84,145 10:00 70,047 29:00 79,485 14,098 108 J-215 83.711 10:00 69,611 29:00 79.052 14,100 109 J-216 80,676 10:00 66.552 29:00 76,014 14,125 110 J-217 82,414 10:00 68,348 29:00 77,759 14,066 111 J-218 81.554 10:00 67,563 29:00 76,910 13,991 112 J-219 77,225 10:00 63,284 29:00 72.588 13,941 Date: Wednesday, June 20, 2012, Time: 11:20:12, Page 2 904 SERVICE AREA NODES •PRESSURE RESULTS ID Max.Value (psi) Max.Time (hrs.) Min.Value (psi) Min.Time (hrs.) Average (psi) Difference (psi) L�1, J-220 76.369 10:00 62.546 29:00 71.749 13.823 J-221 76.381 10:00 62.677 29:00 71.780 13,704 J-222 76.381 10:00 62.681 29:00 71.781 13.700 116 J-223 81.561 10:00 67.649 29:00 76.928 13.912 117 J-224 76.369 1000 62.538 29:00 71.748 13.831 118 J-225 79.399 10:00 65.539 29:00 74.774 13.860 119 J-226 81.562 10:00 67.667 29:00 76,932 13.896 120 J-227 80.672 10:00 66.483 29:00 76.002 14.189 121 J-228 85.869 10:00 71.645 29:00 81.195 14.225 122 J-229 90.202 10:00 75.967 29:00 85.527 14.235 123 J-230 97.135 10:00 82.899 29:00 92.460 14.235 124 J-231 90.202 10:00 75.978 29:00 85.528 14.225 125 J-233 91.935 10:00 77.699 29:00 87.260 14.236 126 J-234 92.368 10:00 78.133 29:00 87.694 14.236 127 J-243 83.734 10:00 69.888 29:00 79.115 13.845 128 J-244 79.828 10:00 65.926 29:00 75.200 13.902 129 J-245 81.560 10:00 67.640 29:00 76.929 13.920 130 J-246 72.448 10:00 58.408 29:00 67.798 14,041 131 J-247 79.380 10:00 65,335 29:00 74.730 14.046 132 J-248 78.083 10:00 64.060 29:00 73.436 14.023 133 J-249 75.491 10:00 61.545 29:00 70.858 13.946 134 J-250 83.720 10:00 69.738 29:00 79.080 13.982 135 J-251 88.051 10:00 74.045 29:00 83.407 14.006 136 J-252 77.238 10:00 63.413 29:00 72.630 13.825 137 J-253 91.153 10:00 77.789 29:00 86.630 13.364 138 J-254 90.238 10:00 76.415 29:00 85.630 13.823 139 J-255 90.230 10:00 76.335 29:00 85.610 13.895 140 J-256 83.731 10:00 69.836 29:00 79.111 13.895 141 J-264 83.282 09:00 68.588 2900 78.735 14.695 142 J-268 86.337 09:00 72.602 2900 81.983 13.735 143 J-271 82.240 10:00 73.368 29:00 78.642 8.872 144 J-272 82.855 09:00 69.171 29:00 78.513 13.685 145 J-273 82.853 09:00 69.134 29:00 78.504 13.719 146 J-274 76.338 09:00 62.845 29:00 72.028 13.493 147 J-275 76.332 09:00 62.760 29:00 72.007 13.572 148 J-276 76.331 0900 62.749 29:00 72.004 13.582 149 J-277 74.169 09:00 60.856 29:00 69.886 13.314 150 J-278 69.945 09:00 56.609 29:00 65.652 13.336 151 J-279 79.174 49:00 68.417 29:00 75.230 10.757 152 J-280 73.657 49:00 64.723 31:00 70.119 8.934 153 J-281 70.746 08:00 62.004 31:00 67.262 8.742 154 J-282 70.329 08:00 61.436 31:00 66.623 8.894 155 J-283 67.414 08:00 58.551 31:00 63.818 8.863 156 J-284 67.972 08:00 58.541 29:00 63.757 9.432 157 J-285 63.416 08:00 54.132 29:00 59.168 9.284 158 J-286 62.559 08:OD 53.287 29:00 58.314 9.273 159 J-287 60.781 08:00 50.085 29:00 56.559 10.696 160 J-289 66.299 08:00 56.847 29:00 61.983 9.452 161 J-290 62.581 08:00 53.081 29:00 58.267 9.500 162 J-291 61.709 08:00 52.325 29:00 57.430 9.385 163 J•292 61.872 08:00 52.325 29:00 57.497 9.547 164 J-293 62.739 08:00 53.176 29soo 58.359 9.563 165 J-294 67A 60 080 557.710 29:00 62.760 9.450 166 J-295 76.378 10:00 62.648 29:00 71.771 13.729 167 J-296 63.589 08:00 54.023 29:00 59.206 9.566 168 J-297 63.413 0800 53.856 29:00 59.076 9.557 Date: Wednesday, June 20, 2012, Time: 11:20:12, Page 3 904 SERVICE AREA NODES -PRESSURE RESULTS ID Max.Value (psi) Max.Time (hrs.) Min.Value (psi) Min.Time (hrs.) Average (psi) Difference (psi) 169 J-298 64,827 08:00 55,240 29:00 60.361 9.587 170 J-299 70,906 08:00 61.544 29:00 66,296 9.362 171 J-300 68.471 08:00 59,042 29:00 63,986 9,429 172 J-301 65,868 08:00 56,402 29:00 61.376 9.466 173 J-302 69,521 08:00 60.204 29:00 64,851 9.317 174 J-303 68.867 08:00 58,783 51:00 63.873 10,084 175 J-304 67,917 08:00 57,348 29:00 63.540 10,568 176 J-305 72,280 08:00 61,591 29:00 67.875 10.689 177 J-306 70,647 08:00 59,796 29:00 66,172 10,852 178 J-307 70.276 08:00 59,317 29:00 65,757 10,959 179 J-308 70,373 08:00 59,257 29:00 65,789 11,115 180 J-309 70.480 08:00 59,231 29:00 65.830 11,249 181 J-310 69,033 08:00 57.938 29:00 64.465 11,094 182 J-311 68,972 08:00 58.017 29:00 64,454 10,955 183 J-312 68.046 08:00 57,204 29:00 63,572 10,841 184 J-313 71.514 08:00 60,662 29:00 67.039 10,852 185 J-314 70.340 08:00 59.278 29:00 65,778 11,062 186 J-315 71,900 06:00 60A83 29:00 67,171 11A18 1 77 J-316 71,036 08:00 59,646 29:00 66,313 11,389 188 J-317 76,586 08:00 64.956 29:00 71,728 11,631 189 J-318 75,991 08:00 64.340 29:00 71.084 11,651 190 J-319 76278 08:00 64,697 29:00 71.336 11,581 191 J-320 74.760 08:00 63,232 29:00 69,792 11,528 192 J-321 76,006 08:00 64,019 29:00 71,048 11,988 193 J-322 74.301 08:00 62,288 29:00 69.335 12,013 194 J-323 724592 08:00 60.557 29:00 67,619 12,035 195 J-324 74,895 08:00 63,399 29:00 69,910 11,495 196 J-325 73,355 08:00 62,764 29:00 68.346 10.591 197 J-326 72,043 08:00 60,511 29:00 67,247 11,532 198 J-327 69,439 08:00 57,878 29:00 64,635 11.561 199 J-328 74.845 08:00 63,159 29:00 69.977 11,686 200 J-329 81.058 08:00 69.206 29:00 76,138 11,852 201 J-330 75,106 08:00 63.544 29:00 70.304 11.562 202 J-331 75,050 10:00 61,028 29:00 70,403 14,022 203 J-332 99,734 10:00 85,499 29:00 95,060 14,235 204 J-334 63,227 08:00 53.697 29:00 58,912 9.530 205 J-335 78,967 10:00 64.525 29:00 74.330 14.442 206 J-336 M713 10:00 66,380 29:00 76,095 14,333 207 J-337 79,401 10:00 64,960 29:00 74,764 14,440 208 J-339 84,165 09:00 68,244 29:00 79.402 15.921 209 J-344 79,512 08:00 70,971 29:00 75,418 8,541 210 J-345 92.027 08:00 83.593 31:00 88,081 8.434 211 J-350 83,528 10:00 71.707---- 29:00 79,312 11.821 -- 212 J-351 83.912 49:00 74,553 29:00 80,246 9,360 213 J-352 78,661 49:00 69,104 29:00 74,944 9,556 214 J-383 102,334 10:00 88.098 29:00 97.660 14.236 215 J-388 88.219 10:00 78,507 29:00 84,480 9,713 216 J-39i 78,457 08:00 69,841 29:00 74,300 8,617 217 J-392 84,424 08:00 75,588 29:00 80.047 8.836 218 J-393 69.982 08:00 60,930 29:00 65,303 9,052 219 J-394 63.709 08:00 53.512 29:00 59.750 104198 220 J-395 67,175 49:00 57,837 29:00 63.538 9.338 221 J-396 72,360 10:00 61,871 31:00 68,243 10.488 222 J-397 79,410 10:00 69,630 29:00 75.581 9.780 223 J-398 90.455 10:00 78,591 29:00 86,229 11.864 224 J-399 69.145 49:00 59.690 29:00 65,446 9,455 Date: Wednesday, June 20, 2012, Time: 11:20:12, Page 4 904 SERVICE AREA NODES -PRESSURE RESULTS ID Max.Value (Psi) Max.Time (hrs•) Min.Value Min.Time (hrs.) Average (Psi) Difference (Psi) 225 J-400 67.604 49:00 _(Psi) 58.68 229:00 64.040 8.918 226 J-401 68.601 49:00 59.545 29:00 65.011 9.056 227 J-402 74.416 08:00 65.988 31:00 70.445 8.428 228 J-403 80.484 08:00 72.083 31:00 76.530 8.401 229 J-406 77.126 10:00 68.535 32:00 73.667 8.591 230 J-407 67.590 49:00 58.723 29:00 64,031 8.867 231 J-408 71.894 08:00 63.750 32:00 68.270 8.143 232 J-409 83.913 49:00 74.555 29:00 80.246 9.357 233 J-410 71.761 49:00 62.351 29:00 68.075 9.410 234 J-411 95.365 10:00 80.600 29:00 90.630 14.764 235 J-412 88.408 10:00 73.263 29:00 83.634 15A45 236 J-413 86.898 09:00 71.344 29:00 82.205 15.554 237 J-414 86.303 09:00 70.819 29:00 81.606 15.485 238 J-415 82.379 09:00 67.606 29:00 77.816 14.773 239 J-416 83.633 09:00 69.772 29:00 79.251 13.860 240 J-417 79.351 09:00 63.764 29:00 74.633 15.587 241 J-418 91.399 08:00 77.316 29:00 86.775 14.083 242 J-419 80.456 08:00 66.812 29:00 75.828 13.644 243 J-420 80.480 08:00 66.806 29:00 75.835 13.674 244 J421 73.868 08:00 60.137 29:00 68.877 13.731 245 J-422 85.204 08:00 70.754 29:00 80.270 14.450 246 J-423 89.684 08:00 75.574 29:00 85.046 14.110 247 J-426 67.131 49:00 58.304 29:00 63.582 8.827 248 J-427 72.818 49:00 63.151 29:00 69.020 9.667 249 J-428 60.896 10:00 52.578 32:00 57.625 8.318 250 J-429 70.850 08:00 62.062 31:00 67.248 8.787 251 J-430 84.543 10:00 69.072 29:00 79.876 15.471 252 J-460 67.244 10:00 58.738 32:00 63.841 8.505 253 J-697 79.566 49:00 70.165 29:00 75.886 9.401 254 J-714 73.602 49:00 64.600 29:00 70.024 9.002 255 J-727 74.476 10:00 65.712 32:00 mm�70.856 8.763 256 J-728 80.152 10:00 71.471 32:00 76.601 8.681 257 J-742 86.606 10:00 77.839 32:00 82.983 8.767 258 J-743 98.739 10:00 89.971 32:00 95.116 8.767 Date: Wednesday, June 20, 2012, Time: 11:20:12, Page 5 Pipes —Flow Results 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 1 P-101 0.098 29:00 0.001 47:00 0.034 0.097 2 P-102 0.163 29:00 0.011 35:00 0.062 0.152 3 P-103 0.227 29:00 0.024 35:00 0.092 0.204 4 P-106 0.004 59:00 0.001 10:00 0.002 0.003 5 P-107 0.072 29:00 0.001 37:00 0.023 0.071 6 P-108 0.137 29:00 0.002 48:00 0.050 0.135 7 P-110 0.088 29:00 0.000 36:00 0.030 0.087 8 P-111 0.030 59:00 0.000 64:00 0.011 0.030 9 P-112 0.073 59:00 0.010 00:00 0.037 0.063 10 P-113 0.029 29:00 0.001 32:00 0.011 0.028 11 P-114 0.169 29:00 0.058 00:00 0,128 0.111 12 P-115 0.133 59:00 0.041 11:00 0.101 0.092 13 P-116 0.209 29:00 0.064 00:00 0A 14 0.145 14 P-117 0.236 29:00 0.003 59:00 0.095 0,234 15 P-118 0.112 29:00 0.025 00:00 0.057 0.087 16 P-119 0.100 29:00 0,034 00:00 0.071 0,067 17 P-121 0.069 29:00 0.024 11:00 0.055 0.045 18 P-122 0.041 59:00 0.015 11:00 0.033 0.027 19 P-123 0.102 29:00 0.035 11:00 0.064 0.068 20 P-124 0.087 59:00 0.014 12:00 0.056 0.073 21 P-125 0.076 29:00 0.026 11:00 0.059 0.050 22 P-126 0.248 29:00 0.069 00:00 0.144 0.179 23 P-127 0.166 29:00 0.047 00:00 0.106 0.119 24 P-128 0.155 29:00 0.031 35:00 0.069 0.124 25 P-129 0.059 29:00 0.012 35:00 0.027 0.047 26 P-131 0.416 29:00 0.121 14:00 0.218 0.295 27 P-134 0.209 29:00 0.061 00:00 0.113 0.148 28 P-135 0.230 29:00 0.070 14:00 0.124 0.161 29 P-136 0.092 29:00 0.031 11:00 0.067 0.061 30 P-138 0.010 59:00 0.001 52:00 0.006 0.010 31 P-139 0.565 29:00 0.157 14:00 0.288 0.408 32 P-141 0.426 59:00 0.002 19:00 0.150 0.424 33 P-142 1.038 29:00 U08 36:00 0.316 1.030 34 P-143 0,821 29:00 0.001 37:00 0.248 0.819 35 P-144 1.104 29:00 0.015 07:00 0.331 1.089 36 P-145 0.044 29:00 0.012 14:00 0.022 0.032 37 P-146 0.019 29:00 0.004 14:00 0.009 0.015 38 P-147 0.000 35:00 0.000 310 00.000 0.000 39 P-148 0.010 59:00 0.002 11:00 0.005 0.008 40 P-149 0.054 29:00 0.002 35:00 0.022 0.053 41 P-150 0.149 29:00 0.030 35:00 0.067 0.119 42 P-153 0.197 29:00 0.001 26:00 0.055 0.196 43 P-154 0.126 59:00 0.001 13:00 0.044 0.125 44 P-155 0.495 29:00 0,099 35:00 0.222 0.396 45 P-156 0.123 29:00 0.025 35:00 0.055 0.099 46 P-157 0.247 29:00 0.049 35:00 0.111 0.198 47 P-158 0.037 29:00 0.007 35:00 0.017 0.030 48 P-159 0.038 29:00 0.008 35:00 0.017 0.030 49 P-160 0.048 29:00 0.010 35:00 0.022 0.038 50 P-161 0.773 29:00 0.002 57:00 0.216 0.771 51 P-162 0.144 29:00 0.042 00:00 0.075 0.103 52 P-164 0.421 29:00 0.115 14:00 0.213 0.306 53 P-165 0.204 29:00 0.070 11:00 0.121 0,134 54 P-166 0.058 29:00 0.020 11:00 0.038 0.038 55 P-167 0.011 29:00 0.004 11:00 0.007 0.007 56 P-168 0.086 29:00 0.029 11:00 0.056 0.056 Date: Wednesday, June 20, 2012, Time: 11:21:14, Page 1 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 57 P-169 0,031 57:00 0,001 51:00 0,022 0,030 58 P-170 0,009 29:00 0.001 35:00 0,004 0.008 59 P-171 0,028 57:00 0,001 51:00 0.019 0,027 60 P-172 04042 29:00 0,000 56:00 0,010 0.041 61 P-173 0,020 29:00 0,000 59:00 0,006 0,020 62 P-174 0,053 29:00 0,001 61:00 0.013 0,053 63 P-175 0.081 29:00 0.000 59:00 0.025 0,081 64 P-176 0.134 29:00 0.000 59:00 0.042 0.133 65 P-177 0,275 29:00 0,008 35:00 0.094 0,268 66 P-178 0.180 29:00 0,036 35:00 0,081 0,144 67 P-179 0,060 29:00 0.012 35:00 0.027 0.048 68 P-180 0,060 29:00 0,012 35:00 0,027 0.048 69 P-181 0,515 29:00 0,056 35:00 0,202 0.460 70 P-182 0.311 29:00 0.012 35:00 0,117 0,298 71 P-183 0.127 29:00 0.000 45:00 0.033 0,126 72 P-184 0,089 59:00 0,000 16:00 0.032 0.089 73 P-185 0,058 29:00 0,000 32:00 0,016 0,058 74 P-186 0,200 29:00 01001 37:00 0.052 0,200 75 P-187 0,059 29:00 0,000 32:00 0.016 0,059 76 P-188 6.079 29:00 0,017 14:00 0,038 0,062 77 P-189 0,220 29:00 0,046 14:00 0,100 0,174 78 P-190 0,641 29:00 6.125 14:00 0,282 0,515 79 P-191 0,397 29:00 0,058 14:00 0.158 0.339 80 P-192 0,274 29:00 0,037 14:00 0,107 0,237 81 P-193 0,063 29:00 0.008 14:00 0.025 0.055 82 P-194 0.277 29:00 0,033 14:00 0,104 0.244 83 P-195 0.286 29:00 0,041 35:00 0,118 06245 84 P-196 0,264 29:00 0,048 14:00 04111 0,216 85 P-197 0.037 29:00 0.009 00:00 0,020 0,028 86 P-198 0,264 29:00 0,043 35:00 0,113 0,220 87 P-199 0,361 29:00 0,073 14:00 0,160 0.288 88 P-200 0.267 29:00 06064 14:00 0.128 0,203 89 P-201 1,002 29:00 0,298 0000 0.540 0,704 90 P-202 1,471 29:00 0.291 14:00 0,650 1.179 91 P-203 0.209 29:00 0,013 35:00 0.084 06196 92 P-204 1,377 29:00 0,394 14:00 0,716 0.983 93 P-205 1,599 29:00 0,483 00:00 0,890 1.116 94 P-206 1,838 29:00 0,562 0000 1.070 1.276 95 P-207 0,505 58:00 0.003 12:00 0,306 0,502 96 P-208 0,182 33:00 06044 12:00 0.132 0,138 97 P-209 0,183 72:00 0,037 12:00 0.126 0,145 98 P-210 0,374 29:00 0,006 26:00 00111 0,368 99 P-211 0,635 29:00 0,008 07:00 0,218 0,626 100 P-212 0,257 29:00 0,005 35:00 0.087 0,252 101 P-213 0.785 29:00 0,008 0700 0.261 0,777 102 P-214 1.437 29:00 0,462 00:00 0,874 0.975 103 P-215 0,595 59:00 0,008 20:00 0,286 0,587 104 P-216 0.659 29:00 0,053 35:00 0.282 0.606 105 P-217 0.556 29:00 0,049 35:00 0.239 0.507 106 P-218 0.254 29:00 0,003 59:00 0,101 0,252 107 P-219 0,363 29:00 0.001 35:00 0.150 0,362 108 P-220 1,737 29:00 0,006 14:00 0,500 1,731 109 P-221 1,652 29:00 0,017 71:00 0,468 1,636 110 P-222 0,582 29:00 0,104 35:00 0,270 0,477 111 P-223 0.913 29:00 0.016 07:00 0.297 0,898 112 P-224 0.107 29:00 0.021 35:00 0.048 0.066 Date: Wednesday, June 20, 2012, Time: 11:21:14, Page 2 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 113 P-225 0.399 29:00 0.001 35:00 0.132 0.399 114 P-226 0.407 29:00 0.106 14:00 0.210 0.300 115 P-227 0.471 29:00 0.048 35:00 0.183 0.423 P-228 0.171 29:00 0.001 61:00 0.049 0.170 P-229 0.387 29:00 0.002 33:00 0.117 0.384 r P-230 0.573 29:00 0.007 22:00 0.177 0.566 P-231 1.002 29:00 0.099 35:00 0.404 0.903 120 P-232 0.768 29:00 0.061 35:00 0.303 0.706 121 P-233 0.077 29:00 0.006 35:00 0.030 0.071 122 P-234 0.943 29:00 0.021 59:00 0.348 0.923 123 P-235 6.468 29:00 0.000 14:00 0.159 0.468 124 P-236 0.162 59:00 0.001 64:00 0.056 0.161 125 P-237 0.690 29:00 0.194 00:00 0.354 0.495 126 P-238 0.475 29:00 0.053 35:00 0.194 0.422 127 P-239 0.279 29:00 0.036 35:00 0.116 0.243 128 P-240 0.214 29:00 0.023 35:00 0.087 0.191 129 P-241 0,138 29:00 0.016 35:00 0.056 0.122 130 P-242 0.127 29:00 0.013 35:00 0.051 0.114 131 P-243 0.154 29:00 0,013 35:00 0.061 0.141 132 P-244 0.129 29:00 0.010 35:00 0.051 0.119 133 P-245 0.032 29:00 0.006 35:00 0.015 0.026 134 P-246 0.064 29:00 0.001 48:00 0.022 0.063 135 P-247 0,153 29:00 0.008 35:00 0.058 0.145 136 P-248 0.193 29:00 0.018 35:00 0,077 0.175 137 P-249 0.060 29:00 0.007 35:06 0.024 0.053 138 P-250 0.007 29:00 0.002 11:00 0.004 0.005 139 P-251 0.129 29:00 0.012 35:00 0.051 0.117 140 P-252 0.022 29:00 0.003 35:00 0.009 0.018 141 P-253 0.183 29:00 0.022 35:00 0.075 0.161 142 P-254 0.171 29:00 0.027 35:00 0.074 A 44 143 P-255 0.163 29:00 0.010 35:00 0.064 0.153 144 P-256 0.040 31:00 0.009 00:00 0.024 0.031 145 P-257 0.359 29:00 0.074 48:00 0.161 0.285 146 P-258 0.147 29:00 0.023 35:00 0.063 0.125 147 P-259 0.156 29:00 0.019 35:00 0.064 0.137 148 P-260 0.139 29:00 0.023 35:00 0.060 0.116 149 P-261 0.055 29:00 0.008 35:00 0.023 0.046 150 P-262 0.052 29:00 0.008 35:00 0.022 0.044 151 P-263 0.074 29:00 0.010 35:00 0.031 0.064 152 P-264 0.042 29:00 0.003 35:00 0.016 0.038 153 P-265 0.185 29:00 0.001 59:00 0.065 0.184 154 P-266 0.082 29:00 0.001 48:00 0.027 0.081 155 P-267 0.045 29:00 0.001 07:00 0.013 0.044 156 P-268 0.002 59:00 0.000 17:00 0.001 0.002 157 P-269 0.042 29:00 0.001 07:00 0.012 0.042 158 P-270 0.071 29:00 0.001 48:00 0.024 0.070 159 P-272 0.019 35:00 0.000 66:00 0.007 0.019 160 P-273 0.034 35:00 0.000 00:00 0.012 0.034 161 P-274 0.034 35:00 0.000 00:00 0.012 0.034 162 P-283 0,702 29:00 0.098 35:00 0.302 0.604 163 P-284 0.097 _ 29:00 0.019 35:00 0.044 0.078 164 P-265 0.507 29:00 0.059 35:00 0.214 0.448 165 P-286 0.229 29:00 0.039 35:00 0.100 0.190 166 P-287 0.024 29:00 0.004 35:00 1 0.010 0.020 167 P-288 0.074 29:00 0.015 35:00 O.D33 0.058 168 P-289 0.161 29:00 0.037 1400 0.074 0.124 Date: Wednesday, June 20, 2012, Time: 11:21:14, Page 3 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (ingd) Min.Time (hrs.) Average (mgd) Difference (mgd) 169 P-290 0.081 29:00 0.020 14:00 0.038 0.060 170 P-291 0.097 29:00 0.019 35:00 0.044 0.078 171 P-292 0.114 29:00 0.016 35:00 0.049 0.098 172 P-293 0.067 29:00 0.000 07:00 0.023 0.067 173W0,02329:00 272 29:00 0.078 00:00 0.135 0.193 174219 29:00 0.054 14:00 0.103 0.165 175217 29:00 0.053 14:00 0.101 0.163 176096 29:00 0.021 35:00 0.044 0.075 177002 59:00 0.000 37:00 0.000 0.002 178098 29:00 0.018 35:00 0.044 0.080 17923 29:00 0.006 00:00 0.014 0.017 180 P-301 0.225 29:00 0.056 14:00 0.105 0.169 181 P-302 0.758 29:00 0.184 14:00 0.353 0.574 182 P-311 0.054 35:00 0.001 11:00 0.015 0.054 183 P-320 0.247 59:00 0.003 62:00 0.106 0.243 184 P-321 0.081 29:00 0.016 35:00 0.036 0.065 185 P-322 0.407 29:00 0.006 26:00 0.130 0.401 186 P-323 0.162 29:00 0.032 35:00 0.073 0.130 187 P-324 0.068 29:00 0.014 35:00 0.030 0.054 188 P-325 0.013 29:00 0.003 35:00 0.006 0.011 189 P-326 0.650 29:00 0.014 14:00 0.195 0.637 190 P-327 0.716 59:00 0.142 50:00 0.481 0.574 191 P-328 0.962 29:00 0.010 32:00 0.309 0.952 192 P-329 0.354 29:00 0.005 01:00 0.183 0.349 193 P-330 0.909 29:00 0.006 13:00 0.271 0.902 194 P-331 0.520 29:00 0.119 14:00 0.252 0.400 195 P-332 0.339 59:00 0.032 17:00 0.197 0.308 196 P-333 0.360 59:00 0.007 29:00 0.223 0.353 197 P-334 0.155 04:00 0.019 10:00 0.112 0.136 198 P-335 0.105 59:00 _ 0.000 54:00 0.045 0.105 199 P-336 0.372 59:00 0.021 52:00 0.240 0.351 200 P-337 0.774 53:00 0.058 50:00 0.542 0.716 201 P-338 0.116 53:00 0.008 10:00 0.073 0.108 202 P-339 0.946 59:00 0.209 51:00 0.733 0.737 203 204 P-340 P-341 0.560 2.541 29:00 29:00 0.176 0.323 11:00 _ 35:00 0.396 0.946 0.384 2.219 205 P-342 0.356 54:00 0.069 10:00 0.279 0.287 206 P-343 0.060 29:00 0.018 00:00 0.032 0.043 207 P-344 0.071 53:00 0.001 37:00 0.029 0.070 208 P-345 0.111 29:00 0.000 45:00 0.040 0.111 209 P-346 0.069 59:00 0.001 17:00 0.035 0.068 210 P-347 0.034 53:00 0.000 48:00 0.011 0.034 211 P-348 0.068 59:00 0.011 50:00 0.047 0.057 212 P-349 0.091 29:00 0.029 00:00 0.055 0.062 213 P-350 0.044 29:00 0.001 35:00 0.016 0.043 214 P-351 0,032 29:00 0.006 35:00 0.015 0.026 215 P-352 0.004 29:00 0.000 35:00 0.001 0.004 216 P-353 0.050 53:00 0.002 51:00 0.028 0.048 217 P-354 0.086 53:00 0.003 50:00 0.052 0.083 218 P-355 0.077 53:00 0.014 50:00 0.061 0.063 219 P-356 0.082 55:00 0.020 5100 0.066 0.062 220 P-357 0.107 55:00 0.026 50:00 0.086 0.081 221 P-358 0.221 29:00 0.061 10:00 0.173 0.160 222 P-359 0.198 53:00 0.043 10:00 0.154 0.155 223 P-360 0.047 29:00 0.009 35:00 0.021 0.038 224 P-361 0.385 53:00 0.083 10:00 0.302 0.303 Date: Wednesday, June 20, 2012, Time: 11:21:14, Page 4 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 225 P-362 0.456 53:00 0. i 02 10:00 0.354 0.354 226 P-363 0.421 53:00 0.095 10:00 0.326 0.326 227 P-365 0.449 29:00 0.001 22:00 0.132 0.447 228 P-366 0.341 59:00 0.001 68:00 0.160 0.340 229 P-367 0.361 59:00 0,001 53:00 0.172 0.361 230 P-368 0.290 59:00 0.003 43:00 0.144 0.287 231 P-369 0.482 59:00 0.012 03:00 0.250 0.470 232 P-370 0.129 59:00 0.017 17:00 0.073 0.112 233 P-371 0.177 59:00 0.001 19:00 0.077 0.176 234 P-372 0.204 59:00 0.001 30:00 0.093 0.202 235 P-373 0.224 59:00 0.004 66:00 0.105 0.219 236 P-374 0.038 29:00 0.000 69:00 0.012 0.038 237 P-375 0.034 54:00 0.001 52:00 0.022 0.032 238 M76 0.094 59:00 0.013 10:00 0.065 0.081 239 P-377 0.000 0000 0.000 00:00 0.000 0.000 240 P-378 0.098 59:00 0.001 43:00 0.049 0.097 241 P-379 0.098 59:00 0.001 43:00 0.049 0.097 242 P-380 0.141 5900 0.000 02:00 0.071 0.141 243 P-381 0.068 29:00 0.006 35:00 0.032 0.063 244 P-382 0.470 59:00 0.004 17:00 0.254 0.466 245 P-383 0.366 04:00 0.055 10:00 0.278 0.310 246 P-384 0.438 18:00 0.089 10:00 0.340 0.349 247 P-385 0.192 54:00 0.043 10:00 0.149 0.149 248 M86 0.828 53:00 0.198 10:00 0.638 0.630 249 P-387 0.669 53:00 0.160 10:00 0.515 0.509 250 P-368 0.159 53:00 0.038 10:00 0.123 0.121 251 P-389 0.172 18:00 0.017 52:00 0.123 0.155 252 P-390 0.118 18:00 0.012 52:00 0.085 0.107 253 P-391 0.054 18:00 0.005 52:00 0.039 0.048 254 P-392 0,172 18:00 0.017 52:00 0.123 0.155 255 P-393 2,204 29:00 0.596 10:00 1.488 1.608 256 P-394 0.828 53:00 0.198 10:00 0.638 0.630 257 _P-395 3.206 29:00 0.853 10:00 2.220 2.353 258 P-396 0.357 59:00 0.032 29:00 0.213 0.325 259 P-397 0.120 59:00 0.001 03:00 0.065 0.119 260 P-398 0.154 04:00 0.017 50:00 0.115 0.136 261 P-399 0.126 29:00 0.030 35:00 0.062 0.095 262 P-400 0.069 29:00 0.014 35:00 0.037 0.054 263 P-401 0.078 18:00 0.001 29:00 0.057 0.077 264 P-402 0.238 29:00 0.065 10:00 _ 0.149 0.173 265 _P-403 0.180 59:00 0,003 10:00 0.120 0.177 266 P-404 0.244 59:00 0.010 52:00 0.177 0.234 267 P-405 0.121 29:00 0.023 35:00 6.054 0.098 268 P-406 0.010 29:00 0.000 06:00 0.003 0.010 269 P-407 0.015 35:00 0.000 20:00 0.005 0.015 270 P-408 0.015 35:00 O.00D 20:00 0.005 0.015 271 P-410 0.028 59:00 0.000 15:00 0.009 0.028 272 P-411 0.126 18:00 0,002 50:00 0.092 0,124 273 P-412 0.134 18:00 0.006 10:00 0.103 0.129 274 P-413 0.137 29:00 0.028 14700 0.063 0.108 275 P-414 0.905 29:00 0.182 14:00 0.404 0.722 276 P-4i5 0.204 29:00 0.044 14:00 0.095 0.160 277 P-416 0.025 29:00 0.006 35:00 0.012 0.020 278 P-417 0,096 29:00 0.021 14:00 0.046 0.075 279 P-421 0.015 72:00 0.003 00:00 0.010 0.012 280 P-422 0.091 29:00 0.029 00:00 0.059 0.062 Date: Wednesday, June 20, 2012, Time: 11:21:14, Page 5 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 281 P-427 0.108 29:00 0.022 35:00 0.048 0.087 282 P-429 0.142 59:00 0,004 51:00 0.110 0.138 283 P-435 0.060 29:00 0.011 35:00 0.033 0.049 284 P-436 1.448 29:00 0.409 14:00 0.707 1.039 285 P-438 0.337 29:00 0.096 00:00 0.177 0.241 286 P-439 0.103 29:00 0.028 00:00 0.060 0.075 287 P-474 0.157 59:00 0.018 51:00 0.094 0.139 288 P-490 0.121 29:00 0.024 35:00 0.054 0.097 289 P-500 0.151 04:00 0.008 51:00 0.120 0.143 290 P-501 0.694 29:00 0.210 10:00 0.504 0.484 291 P-502 4.431 59:00 0.215 51:00 3.500 4.216 292 P-503 4.553 04:00 0,409 51:00 3.659 4.143 293 P-504 6.187 54:00 1.488 10:00 4.903 4,699 294 P-505 0.288 59:00 0.000 52:00 0.178 0.288 295 P-506 0,661 59:00 0.023 11:00 0.366 0.638 296 P-507 2.602 29:00 6.835 12:00 2.029 1.767 297 P-508 1.915 23:00 0.022 51:00 1.372 1.893 298 P-509 1.394 29:00 0.008 33:00 0.421 1.386 299 P-510 3.255 29:00 0.057 48:00 1.145 3.198 300 P-511 0.639 31:00 0.008 00:00 0.367 0.631 301 P-512 1.189 29:00 0.318 14:00 0.565 0.871 302 P-513 0.888 30:00 0.214 00:00 0.578 0.674 303 P-514 0.298 29:00 0.085 00:00 0.159 0.213 304 P-515 0.272 29:00 0.076 14:00 0.134 0.196 305 P-516 0.581 29:00 0.174 00:00 0.367 0.408 306 P-517 1.585 35:00 0.004 17:00 0.685 1.580 307 P-518 0.732 30:00 0.249 11:00 0.532 0.483 308 P-519 1.250 35:00 0.010 11:00 0.659 1.241 309 P-520 1.036 59:00 0.320 10:00 0.832 0.717 310 P-521 1.062 59:00 0.217 51:00 0.810 0.845 311 P-522 2.616 59:00 0.050 50:00 1.922 2.566 312 P-523 0.468 29:00 0.029 35:00 0.151 0.439 313 P-527 0.141 29:00 0.028� 35:00 0.063 0.113 314 P-528 0.754 35:00 0.001 53:00 0.279 0.753 315 P-529 1.278 35:00 0.017 55:00 0.450 1.261 316 P-530 2.562 59:00 0.027 11:00 1.757 2.536 317 P-531 0.124 59:00 0.011 10:00 0.076 0.112 318 P-532 0.048 29:00 0.009 35:00 0.025 0.039 319 P-533 0.215 30:00 0.035 35:00 0.132 0.180 320 P-534 0.616 30:00 0.153 00:00 0.394 0.462 321 P-535 0.574 29:00 0.162 00:00 0.344 0.411 322 P-536 0.687 29:00 0.036 35:00 0.263 0.651 323 P-537 0.586 29:00 0.014 48:00 0.201 0.572 324 P-538 0.463 29:00 0.004 08:00 0.147 0,459 325 P-539 0.340 29:00 0.002 36:00 0.098 0.337 326 P-540 0.035 29:00 0.001 48:00 0.013 0.034 327 P-541 0.460 59:00 0.118 12:00 0.335 0,342 328 P-542 0.474 59:00 0.144 11:00 0.364 0.330 329 P-543 0.917 29:00 0.312 11:00 0.609 0,605 330 P-544 1.171 29:00 0.391 10:00 0.733 0.780 331 P-545 0.096 29:00 0.032 11:00 0.063 0.063 332 P-546 0.288 29:00 0.084 14:00 0.154 0.204 333 P-547 0.690 29:00 0.226 11:00 0.500 0.464 334 P-548 0.589 29:00 0.142 14:00 0.282 0.447 335 P 549 0.851 59:00 0.161 11:00 0.556 0.690 336 P-550 0.813 29:00 0.249 10:00 0.498 0.564 Date: Wednesday, June 20, 2012, Time:11:21:14, Page 6 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value (mgd) Max.Time (hrs.) Min.Value (mgd) Min.Time (hrs.) Average (mgd) Difference (mgd) 337 P-551 0.733 59:00 0.171 11:00 0.518 0.562 338 P-552 1.670 29:00 0.510 10:00 0.941 1.160 339 P-553 0.431 59:00 0.002 67:00 0.164 0.429 340 P-554 0.592 59:00 0.163 10:00 0.465 0.429 341 P-555 0.858 29:00 0,251 10:00 0.571 0.608 342 P-556 0.484 59:00 0.094 50:00 0.332 0.390 343 P-557 0.369 35:00 0.007 30:00 0.136 0.361 344lPo564 2.164 29:00 0.621 10:00 1.369 1.543 345 3,419 29:00 0.912 10:00 2.316 2.507 346 10.890 54:00 2.500 51:00 8.732 8.390 347 1.053 29:00 0.359 11:00 0.670 0.694 348 3.917 29:00 0.013 27:00 1.229 3.904 349 4.237 29:00 0.082 63:00 1.268 4.155 350 1.142 59:00 0.028 50:00 0.777 1.114 351 P-570 3.693 59:00 0.816 51:00 2.863 2.877 352 P-571 0.796 53:00 0.057 10:00 0.502 0.740 353 P-572 2.908 53:00 0.654 10:00 2.253 2.254 354 P-573 2.835 53:00 0.633 10:00 2204 2.202 355 P-574 2.836 53:00 0.618 10:00 2.210 2.218 356 P-575 2.574 53:00 0.552 10:00 2.020 2.022 357 P-576 2.486 54:00 0.507 10:00 1.951 1.980 358 P-577 2.439 54:00 0.474 10:00 1.914 1.965 359 P-578 0.377 54:00 0.077 10:00 0.296 0.300 360 P-579 1.008 29:00 0.006 33:00 0.304 1.002 361 P-580 5.234 29:00 0.007 13:00 1.534 5.227 362 P-581 2.463 59:00 0.141 52:00 1.590 2.322 363 P-582 2.269 59:00 0.043 29:00 1.405 2.226 364 P-583 2.332 59:00 0.218 17:00 1.357 2.114 365 P-584 1.055 59:00 0.025 50:00 0.718 1.029 366 P-585 0.592 59:00 0.008 20:00 0.285 0,584 367 P-586 0.886 29:00 0.006 13:00 0.264 0.880 368 P-587 0.426 59:00 0.002 19:00 0.150 0.424 369 P-586 2.655 59:00 0.041 52:00 1.774 2.613 370 P-589 3.374 29:00 0.054 59:00 1.215 3.320 371 P-590 1.758 29:00 0.020 07:00 0.539 1.738 372 P-591 1.854 31:00 0.390 51:00 1.362 1.464 373 P-592 0.573 29:00 0.007 22:00 0.177 0.566 374 P-593 0.018 29:00 0.004 35:00 0.008 0.014 375 P-789 0.315 29:00 0.057 35:00 0.184 0.258 376 P-808 0.177 29:00 0.035 35:00 0.079 0.141 377 P-809 0.575 29:00 0.115 35:00 0.258 0.460 378 P-810 0.807 29:00 0.161 35:00 0.361 0.645 379 P-811 1.260 29:00 0.246 35:00 0.607 1.014 380 P-830 0.050 30:00 0.008 35:00 0.031 0.042 381 P-831 0.141 31:00 0.001 35:00 0.077 0.140 382 P-833 0.312 29:00 0.062 35:00 0.140 0.250 383 P-834 0.148 29:00 0.020 35:00 0.062 0.128 384 P-835 0.200 29:00 0.064 10:00 0.115 0.136 385 P-836 0.420 59:00 0.000 12:00 0.216 0.420 386 P-902 2.107 29:00 0.170 35:00 0.902 1.937 387 P-903 1.732 29:00 0.152 35:00 0.744 1.579 388 P-923 2.549 29:00 0.003 47:00 0.855 2.546 389 P-930 0.053 29:00 0.013 00:00 0.028 0.039 390 P-931 0.014 29:00 0.001 00:00 0.005 0.013 391 P-932 0.015 29:00 0.000 37:00 0.005 0.015 392 P-933 0.259 29:00 0.066 14:00 0.127 0.194 Date: Wednesday, June 20, 2012, Time: 11:21:14, Page 7 904 SERVICE AREA PIPES -FLOW RESULTS ID Max.Value Max.Time Min.Value Min.Time Average Difference (mgd) (hrs.) (mgd) (hrs.) (mgd) (mgd) 393 P-935 1,338 29:00 0.015 37:00 I 0.451 1.323 394 P-936 0.090 29:00 0.031 11:00 0.060 0.059 Date: Wednesday, June 20, 2012, Time: 11:21:14, Page 8 Pipes —Velocity Results 904 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (ftls) Max, rime (hrs.) Min.Value (fUs) Min. rime (hrs.) Average (fUs) Difference (fUs) 1 P-101 0,433 29:00 0,003 47:00 0.149 0,430 2 P-102 0.720 29:00 0.048 35:00 0.277 0.673 3 P-103 1.008 29:00 0.105 35:00 0.406 0,903 4 P-106 0,251 59:00 0.070 10:00 0,157 0.181 5 P-107 0.568 29:00 0.007 37:00 0,182 0,561 6 P-108 1.079 29:00 0,012 48:00 0,390 1.067 7 P-110 0,690 29:00 0,003 36:00 0.237 0,687 8 P-111 0,240 59:OD 0.000 64:00 0,084 0,239 9 P-112 0.572 59:00 0,075 00:00 0,293 0,497 10 P-113 0,231 29:00 0,007 32:00 0,090 0,223 11 P-114 0,750 29:00 0,258 00:00 0.570 0.492 12 P-115 1.048 59:00 0,320 11:00 0,793 0.728 13 P-116 1.648 29:00 0,506 00:00 0,899 1,141 14 P-117 1.862 29:00 0,021 59:00 0.750 1,841 15 P-118 0,496 29:00 0,109 00:00 0.252 0,387 16 P-119 0,791 29:00 0,264 00:00 0,561 0,527 17 P-121 0.305 29:00 0,106 11:00 0.242 0.198 18 P-122 0,327 59:00 0,115 11:00 0,259 0,212 19 P-123 0,452 29:00 0.153 11:00 0,285 0,299 20 P-124 0,387 59:00 0.062 12:00 0,250 0,324 21 P-125 0,338 29:00 0,117 11:00 0.262 0.221 22 P-126 1,099 29:00 0,304 00:00 0,638 0,795 23 P-127 0,735 29:00 0,209 00:00 0.468 0,525 24 P-128 0,687 29:00 0,137 35:00 0,308 0,549 25 P-129 0,262 29:00 0,052 35:00 0,118 0,210 26 P-131 1,846 29:00 0.537 14:00 0,966 1,309 27 P-134 1.643 29:00 0,480 00:00 0,892 1,164 28 P-135 1.815 29:00 0.548 14:00 0.976 1.267 29 P-136 0,721 29:00 0.242 11:00 0.525 0,479 30 P-138 0,744 59:00 0,050 52:00 0,442 0,694 31 P-139 2.504 29:00 0,695 14:00 1.278 1,810 32 P-141 0,840 59:00 0.005 19:00 0.295 0.835 33 P-142 2,044 29:00 0.015 36:00 0.622 2,029 34 P-143 1.616 29:00 0,003 37:00 0.488 1,614 35 P-144 2.174 29:00 0,030 07:00 0,651 2.145 36 P-145 0,348 29:00 0,095 14:00 0,177 0,253 37 P-146 0,085 29:00 0,019 14:00 0,039 0,066 38 P-147 0,023 35:00 0,000 31:00 0.010 0.023 39 P-148 0,079 59:00 0.015 11:00 0,039 0,064 40 P-149 0,240 29:00 0.007 35:00 0,096 0,233 41 P-150 1,171 29:00 0,234 35:00 0,525 0,937 42 P-153 1.552 29:00 0,008 26:00 0.431 1,544 43 P-154 0,995 59:00 0,010 13:00 0,350 0,985 44 P-155 2A92 29:00 0,438 35:00 0.982 1.754 45 P-156 0,547 29:00 0,109 35:00 0.245 0,437 46 P-157 1.096 29:00 0,219 35:00 0,491 0.877 47 P-158 0.165 29:00 0.033 35:00 0.074 0.132 48 P-159 0.169 29:00 0,034 35:00 0.076 0,135 49 P-160 0.213 29:00 0.043 35:00 0.095 0.170 50 P-161 1,524 29:00 0,005 57:00 0,425 1,519 51 P-162 1.137 29:00 0,328 00:00 0,592 0,809 52 P-164 1,865 29:00 0,511 14:00 0,945 1.354 53 P-165 0,905 29:00 0,311 11:00 0,535 0.594 54 P-166 0,259 29:00 0,088 11:00 0.169 0.170 55 P-167 0.049 29:00 0.017 11:00 0,033 0.032 56 P-168 0.380 29:00 0.130 11:00 0.247 0.250 Date: Wednesday, June 20, 2012, Time: 11:21:40, Page 1 904 SERVICE AREA PIPES -VELOCITY RESULTS dP-169 ID Max.Value (ft/s) Max.Tirne (hrs.} Min.Value (ftls) Min.Time (hrs.) Average (fUs) Difference (ft/s) 0.139 57:00 0.006 51:00 0.096 0.133 58 P-170 0.039 29:00 0.005 35:00 0.016 0.034 59 P-171 0.123 57:00 0.005 51:00 0.082 0.119 60 P-172 0.185 29:00 0.002 56:00 0.044 0.183 61 P-173 0.090 29:00 0.000 59:00 0.028 0.090 62 P-174 0.237 29:00 0.003 61:00 0.056 0.233 63 P-175 0.361 29:00 0.001 59:00 0.113 0.360 64 P-176 0.593 29:00 0.002 59:00 0.186 0.591 65 P-177 1.220 29:00 0.034 35:00 0.417 1.186 66 P-178 0.798 29:00 0.160 35:00 0.358 0.639 67 P-179 0.266 29:00 0.053 35:00 0.119 0.213 68 P-180 0.266 29:00 0.053 35:00 0.119 0.213 69 P-181 2.284 29:00 0.247 35:00 0.894 2.037 70 P-182 1.378 29:00 0.055 35:00 0.518 1.323 71 P-183 0.561 29:00 0.002 45:00 0,145 0.560 72 P-184 0.395 59:00 0.001 16:00 0.143 0.394 73 P-185 0.259 29:00 0.001 32:00 0.069 0.258 74 P-186 0.888 29:00 0.004 37:00 0.233 0.885 75 P-187 0.262 29:00 0.001 32:00 0.070 0.261 76 P-188 0.351 29:00 0.076 14:00 0.168 0.275 77 P-189 0.975 29:00 0.204 14:00 0.444 0.771 78 P-190 1.262 29:00 0.247 14:00 0.556 1.015 79 P-191 0.783 29:00 0.114 14:00 0.312 0.668 80 P-192 0.540 29:00 0.073 14:00 0.210 0.467 81 P-193 0.279 29:00 0.038 14:00 0.109 0.242 82 P-194 0.546 29:00 0.065 14:00 0.206 0.481 83 P195 1.269 29:00 0.183 35:00 0.525 1.086 84 P-196 1.169 29:00 0.211 14:00 0.493 0.958 85 P-197 0.166 29:00 0.041 00:00 0.087 0.125 86 P-198 1.168 29:00 0.191 35:00 0.503 0.977 87 P-199 1.600 29:00 0.325 14:00 0.709 1.275 88 P-200 1.186 29:00 0.285 14:00 0.566 0.901 89 P-201 1.974 29:00 0.588 00:00 1.064 1.386 90 P-202 2.897 29:00 0.574 14:00 1.280 2.323 91 P-203 0.925 29:00 0.059 35:00 0.372 0.867 92 93 P-204 P-205 2.712 3.149 29:00 29:00 0.776 0.951 v 14:00 00:00 1.410 1.753 1.936 2.198 94 P-206 3.621 29:00 1.107 00:00 2.108 2.514 95 P-207 0.995 58:00 0.006 12:00 0.603 0.989 96 P-208 0.805 33:00 0.195 12:00 0.585 0.610 97 P-209 0.809 72:00 0.166 12:00 0.559 0.643 98 P-210 1.657 2900 0.027 26:00 0.493 1.630 99 P-211 2.814 29:00 0.037 07:00 0.968 2.776 100 P-212 1.138 29:00 0.021 35:00 0.386 1.117 101 P-213 1.545 29:00 0.015 07:00 0.514 1,531 102 P-214 2.831 29:00 0.910 00:00 1.722 1.921 103 P-215 1.172 59:00 0.016 20:00 0.564 1.156 104 P-216 2.921 29:00 0.236 35:00 1.250 2,685 105 P-217 2A65 29:00 0.217 35:00 1.059 2.248 106 P-218 2.002 29:00 0.020 59:00 0.798 1.982 107 P-219 1.610 29:00 0.006 35:00 0.663 1.604 108 P-220 3.423 29:00 0.012 14:00 0.985 3.410 109 P-221 3.255 29:00 0.033 71:00 0.923 3.223 110 P-222 2.578 29:00 0.462 35:00 1.198 2.116 i 11 P-223 4.048 29:00 0.070 07:00 1.318 3.978 112 P-224 0.475 29:00 0.095 35:00 0.213 0.380 Date: Wednesday, June 20, 2012, Time: 11:21:40, Page 2 904 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (fUs) Max.Time (hrs.) Min.Value (fUs) Mln.Time (hrs.) Average (ftls) Difference (ftls) 113 P-225 1.769 29:00 0.003 35:00 0.586 1.766 114 P-226 1.803 29:00 0.472 14:00 0.933 1.331 115 P-227 2.088 29:00 0.211 35:00 0.811 1.877 116AP-233 0.760 29:00 0.006 61:00 0.216 0.753 117 1.714 29:00 0.010 33:00 0.517 1.703 118 1.128 29:00 0.014 22:00 0.349 1.114 119 1 A50 29:00 0.143 35:00 0.584 1.307 120 1.111 29:00 0.089 35:00 0.438 1.022 121 0.340 29:00 0.027 35:00 0.134 0.313 122 1.858 29:00 0.041 59:00 0.685 1.818 123 P-235 0.923 29:00 0.001 14:00 0.313 0.922 124 P-236 0.319 59:00 0.001 64:00 0.111 0.318 125 P-237 1.359 29:00 0.383 00:00 0.697 0.976 126 P-238 2.105 29:00 0.234 35:00 0.861 1.871 127 P-239 1.237 2900 0.159 35:00 0.514 1.078 128 P-240 0.949 29:00 0.102 35:00 0.385 0.848 129 P-241 0.609 29:00 0.069 35:00 0.249 0.540 130 P-242 0.562 29:00 0.056 35:00 0.226 0.506 131 P-243 0.683 29:00 0.058 35:00 0.270 0.625 132 P-244 0.571 29:00 0.043 35:00 0.225 0.528 133 P-245 0.144 29:00 0.029 35:00 0.064 0.115 134 P-246 0,283 29:00 0.006 48:00 0.097 0.278 135 P-247 0.680 29:00 0.036 35:00 0.255 0,643 136 P-248 0.855 29:00 0.079 35:00 0.340 0.776 137 P-249 0.266 29:00 0.031 35:00 0.109 0.235 138 P-250 0.031 29:00 0.011 11:00 0.020 0.020 139 P-251 0.571 29:00 0,052 35:00 0.228 0.519 140 P-252 0.096 29:00 0.015 35:00 0.041 0.081 141 P-253 0.811 29:00 0.096 35:00 0.334 0.714 142 P-254 0.758 29:00 0.121 35:00 0.326 0.637 143 P-255 0.724 29:00 0.046 35:00 0.282 0.679 144 P-256 0.179 31:00 0.040 00:00 0.108 0.139 145 P-257 1.591 29:00 0.327 48:00 0.715 1.264 146 P-258 0.653 29:00 0.100 35:00 0.277 0.553 147 P-259 0.694 29:00 0.086 35:00 0.285 0.607 148 P-260 0.615 29:00 0.101 35:00 0.265 0.514 149 P-261 0.242 29:00 0.037 35:00 0.103 0.205 150 P-262 0.229 29:00 0.035 35:00 0.098 0.194 151 P-263 0.328 29:00 0.044 35:00 0.136 0.284 152 P-264 0.184 29:00 0.015 35:00 0.072 0.169 153 P-265 0.819 29:00 0.005 59:00 0288 0.814 154 P-266 0.361 29:00 0.004 48:00 0.120 0.357 155 P-267 0.199 29:00 0.005 07:00 0.056 0.195 156 P-268 0.008 59:00 0.000 17:00 0.003 0.008 157 P-269 0.188 29:00 0.003 07:00 0.052 0.186 158 P-270 0.314 29:00 0.004 48:00 0.105 0.310 159 P-272 0.086 35:00 0.000 66:00 0.030 0.085 160 P-273 0.067 35:00 0.001 00:00 0.023 0.066 161 P-274 0.067 35:00 0.001 00:00 0.023 0.066 162 P-283 1.383 29:00 0.193 35:00 0.594 1.190 163 P-284 0.431 29:00 0.086 35:00 0.193 0.345 164 P-285 0.999 29:00 0.116 35:00 0.422 0.883 165 P-286 0.649 29:00 0.111 35:00 0.284 0.538 166 P-287 0.105 29:00 0.018 35:00 0.046 0.087 167 P-288 0.326 29:00 0.068 35:00 0.147 0.258 168 P-289 0.712 29:00 0.164 14:00 0.329 0.548 Date: Wednesday, June 20, 2012, Time: 11:21:40, Page 3 904 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (fUs) Max.Time (hrs.) Min.Value (fUs) Min.Time (hrs.) Average (fUs) Difference (IUs) 169 P-290 0.357 29:00 0.090 14:00 0.170 0.268 170 P-291 0.431 29:00 0.086 35:00 0.193 0.345 171 P-292 0.506 29:00 0.072 35:00 0.217 0.434 172 P-293 0.297 29:00 0.000 07:00 0.104 0.297 173 P-294 1.204 29:00 0.346 00:00 0.596 0.857 174 P-295 0.972 29:00 0.241 14:00 0.455 0.731 175 P-296 0.960 29:00 0.236 14:00 0.448 0,724 176 P-297 0.427 29:00 0.093 35:00 0.193 0.334 177 P-298 0.007 59:00 0.000 37:00 0.002 0.007 178 P-299 0.436 29:00 0.079 35:00 0.193 0.356 179 P-300 0.101 29:00 0.027 00:00 0.062 0.074 180 P-301 0.998 29:00 0.248 14:00 0.467 0.751 181 P-302 1.494 29:00 0.363 14:00 0.695 1.131 182 P-311 0.428 35:00 0.005 11:00 D,120 0.423 183 P-320 0.486 59:00 0.007 62:00 0.209 0.479 184 P-321 0,360 29:00 0.072 35:00 0.161 0.288 185 P-322 0.802 29:00 0.011 26:00 0.257 0.791 186 P-323 0.719 29:00 0.144 35:00 0.322 0.575 187 P-324 0.300 29:00 0.060 35:00 0.135 0.240 188 P-325 0.105 29:00 0.021 35:00 0.047 0.084 189 P-326 1.281 29:00 0.027 14:00 0.383 1.255 190 P-327 1.410 59:00 0.280 50:00 0,948 1.130 191 P-328 1.895 29:00 0.019 32:00 0.609 1.876 192 P-329 0.697 29:00 0.010 01:00 0.361 0.687 193 P-330 1.790 29:00 0.013 13:00 0,534 1.777 194 P-331 2.304 29:00 0.529 14:00 1.118 1.775 195 P-332 1.504 59:00 0.140 17:00 0.875 1.363 196 P-333 1.597 59:00 0,030 29:00 0.989 1.566 197 P-334 0.686 0400 0,084 10:00 0.498 0.602 198 P-335 0.464 59:00 0.000 54:00 0.201 0.463 199 P-336 1.650 59:00 0.094 52:00 1.065 1.556 200 P-337 1.525 53:00 0.115 50:00 1.069 1.410 201 P-338 0.516 53:00 0.037 10:00 0.325 0.479 202 P-339 1.863 59:00 0.412 51:00 1.445 1.451 203 P-340 2.483 29:00 0.782 11:00 1.756 1.702 204 P-341 5.007 29:00 0.636 35:00 1.864 4.370 205 P-342 1.577 54:00 0.307 10:00 1.238 1.271 206 P-343 0.476 29:00 0.140 00:00 0.256 0.336 207 P-344 0.559 53:00 0.004 37:00 0.229 0.555 208 P-345 0.877 29:00 0.002 45:00 0.314 0.875 209 P-346 0.546 59:00 0.007 17:00 0.277 0.538 210 P-347 0.271 53:00 0.000 48:00 0.083 0.271 211 P-348 0.539 59:00 0.087 50:00 0.371 0.452 212 P-349 0.716 29:00 0.231 00:00 0.430 0.485 213 P-350 0.196 29:00 0.004 35:00 0.072 0.192 214 P-351 0.144 29:00 0.029 35:00 0.064 0.115 215 P-352 0.018 29:00 0.000 35:00 0.007 0.018 216 P-353 0.393 53:00 0.016 51:00 0.224 0.377 217 P-354 0.674 53:00 0.020 50:00 0.406 0.654 218 P-355 0.604 53:00 0.109 50:00 0.482 0.495 219 P-356 0.647 55:00 0.159 51:00 0.518 0.488 220 P-357 0.841 55:00 0.203 50:00 0.675 0,637 221 P-358 1,738 29:00 0.479 10:00 1.360 1.259 222 P-359 1.561 53:00 0.340 10:00 1.216 1.221 223 P-360 0.371 29:00 0.074 35:00 0.166 0.297 224 P-361 1 1.707 1 53:00 1 0.366 10:00 1.339 1.341 Date: Wednesday, June 20, 2012, Time: 11:21:40, Page 4 904 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (fUs) Max.Time (hrs.) MIn.Value (fUs) Min.Time (hrs.) Average ((Vs) Difference (fUs) 225 P-362 2.019 53:00 0.451 10:00 1.569 1.568 226 P-363 1.864 53:00 0.419 10:00 1.444 1.445 227 P-365 0.884 29:00 0.002 22:00 0.261 0.881 228 P-366 0.968 1 59:00 0.003 68:00 0.455 0.965 229 P-367 1.025 59:00 0.002 53:00 0.487 1.023 230 P-368 0.822 59:00 0.007 43:00 0.408 0.815 231 P-369 1.367 59:00 0.033 03:00 0.709 1.334 232 P-370 0.571 59:00 0.074 17:00 0.323 0.498 233 P-371 0.784 59:00 0.003 19:00 0.342 0.781 234 P-372 0.902 59:00 0.006 30:00 0.411 0.897 235 P-373 0.991 59:00 0.019 66:00 0.464 0.973 236 P-374 0.169 29:00 0.001 69:00 0.054 0.168 237 P-375 0.149 54:00 0.005 52:00 0.100 0.143 238 P-376 0.416 59:00 0.057 10:00 0.289 0.359 239 P-377 0.000 24:00 0.000 58:00 0.000 0.000 240 P-378 0.436 59:00 0.004 43:00 0.216 0.432 241 P-379 0.436 59:00 0.004 43:00 0.216 0,432 242 P-380 0.625 59:00 0.001 02:00 0.314 0.624 243 P-381 0.304 29:00 0.026 35:00 0.142 0.278 244 P-382 1.333 59:00 0.010 17:00 0.719 1.322 245 M83 1.037 04:00 0.156 10:00 0.790 0.881 246 P-384 1.243 18:00 0.254 10:00 0.965 0.990 247 P-385 0.851 54:00 0.193 10:00 0.659 0.658 248 P-386 2.349 53:00 0.561 10:00 1.809 1.788 249 P-387 1.897 53:00 0.453 10:00 1.461 1.444 250 P-388 0.706 53:00 0.169 10:00 0.543 0.537 251 P-389 0.764 i8:00 0.076 52:00 0.547 0.687 252 P-390 0.525 18:00 0.052 52:00 0.376 0.472 253 P-391 0.239 18:00 0.024 52:00 0.171 0.215 254 P-392 0.764 18:00 0.076 52:00 0.547 0.687 255 P-393 3.190 29:00 0.862 10:00 2.153 2.328 256 P-394 2.349 53:00 0.561 10:00 1.809 1.788 257 P-395 4.640 29:00 1.234 10:00 3.214 3.406 258 P-396 1.013 59:00 0.090 29:00 0.603 0.922 259 P-397 0.533 59:00 0.006 03:00 0.290 0.527 260 P-398 6.681 04:00 0.077 50:00 0.511 0.604 261 P-399 0.558 29:00 0.134 35:00 0,274 0.423 262 P-400 0.304 29:00 0.063 35:00 0.164 T 0.241 263 P-401 0.346 18:00 0.002 29:00 0.252 0.343 264 P-402 1.057 29:00 0.288 10:00 0.659 0.769 265 P-403 0.796 59:00 0.013 10:00 0.533 0.783 266 P-404 1.080 594,00 0.043 52:00 0.784 1.036 267 P-405 0.343 29:00 0.067 35:00 0.153 0.277 268 P-406 0.046 29:00 0.000 06:00 0.014 0.048 269 P-407 0.029 35:00 0.000 20:00 0.010 0.029 270 P-408 0.065 35:00 0.001 20:00 0.023 0.065 271 P-410 0.222 59:00 0.001 15:00 0.072 0.221 272 P-411 0.995 18:00 0.015 50:00 0.722 0.980 273 P-412 1.059 18:00 0.044 10:00 0.810 1.014 274 P-413 0.606 29:00 0.126 14:00 0.279 0.479 275 P-414 1.782 29:00 0.359 14:00 0.796 1.423 276 P-415 0.904 29:00 0.196 14:00 0.422 0.707 277 P-416 0.112 29:00 0.025 35:00 0.054 0.087 278 P-417 0.425 29:00 0.092 14:00 0.203 0,333 279 P 421 0.117 '81 72:00 0.024 00:00 0.081 0.093 280 P-422 1 6. 71 29:00 0.228 00:00 0.466 0.490 Date: Wednesday, June 20, 2012, Time: 11:21:40, Page 5 904 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (ft/s) Max.Time (hrs.) Min.Value (fVs) Min.Time (hrs.) Average (fVs) Difference (ft/s) 281 L282 P-427 0,853 29:00 0,171 35:00 0,382 0,682 P-429 1.119 59:00 0,032 51:00 0,866 1.087 283 P-435 0.469 29:00 0,087 35:00 0,260 0.383 284 P-436 2.853 29:00 0,807 1400 1.392 2.046 285 P-438 2.655 29:00 0.758 00:00 1.394 1.897 286 P-439 0.815 29:00 0,220 00:00 0.472 0,595 287 P-474 1.237 59:00 0,139 51:00 0.740 1.098 288 P-490 0,955 29:00 0,191 35:00 0,428 0.764 289 P-500 0.669 04:00 0.036 51:00 0.531 0,633 290 P-501 3,076 29:00 0,933 10:00 2,234 2.143 291 P-502 2.182 59:00 0,106 51:00 1.724 2.076 292 P-503 2,242 04:00 0,202 51:00 1.802 2.041 293 P-504 3,047 54:00 0.733 10:00 2.415 2.314 294 P-505 1,278 59:00 0,000 52:00 0,787 1.277 295 P-506 1,302 59:00 0.045 11:00 0,721 1,258 296 P-507 2,884 29:00 0.925 12:00 2,249 1,959 297 P-508 2.122 23:00 0.024 51:00 1,521 2,098 298 P-509 2,747 29:00 0.017 33:00 0,829 2,730 299 P-510 3,607 29:00 0,064 48:00 1,269 3,543 300 P-511 1,259 31:00 0.016 00:00 ------------ 0.723 1.243 301 P-512 2,342 29:00 0.626 14:00 1,112 1,716 302 P-513 1,749 30:00 0.422 00:00 1.138 1.327 303 P-514 0,587 29:00 0,167 00:00 0,314 0,420 304 P-515 0.537 29:00 0.150 14:00 0.265 0.386 305 P-516 1,145 29:00 0.342 00:00 0.723 0.803 306 P-517 1.756 35:00 0.005 17:00 0,759 1,751 307 P-518 1.441 30:00 0,491 11:00 1.047 0,951 308 P-519 1,386 35:00 0,011 11:00 0.730 1,375 309 P-520 2.041 59:00 0.629 1000 1.639 1.412 310 P-521 2,093 59:00 0,428 51:00 1,596 1,665 311 P-522 2,899 59:00 0,056 50:00 2,130 2,843 312 P-523 6.922 29:00 0,057 35:00 0.297 0.865 313 P-527 0,279 29:00 0.056 35:00 0,125 0,223 314 P-528 0,836 35:00 0,001 53:00 0,309 0.834 315 P-529 1.416 35:00 0.019 55:00 0,498 1,397 316 P-530 2,839 59:00 0.029 11:00 1.947 2.810 317 P-531 0,975 59:00 0,089 10:00 0,595 0.886 318 P-532 0.095 29:00 0.018 35: 00 0.049 0.077 319 P-533 0,424 30:00 0.070 35:00 0261 0.354 320 P-534 1.213 30:00 0.302 00:00 0,777 0.911 321 P-535 1,130 29:00 0.320 00:00 0.678 0.810 322 P-536 1,354 29:00 0.071 35:00 0.517 1.282 323 P-537 1,155 29:00 0,027 48:00 0,395 1.128 324 P-538 0.912 29:00 0.007 08:00 0.290 0,905 325 P-539 0,669 29:00 0,005 36:00 0,193 0,664 326 P-540 0,068 2900 0,002 48:00 0.026 0.067 327 P-541 0.906 59:00 0.233 12:00 0.661 0.673 328 P-542 0.934 59:00 0.283 11:00 0,718 0,651 329 P-543 1.806 29:00 0.614 11:00 1,200 1.192 330 P-544 2.306 29:00 0.769 10:00 1.445 1,537 331 P-545 0,754 29:00 0,256 11:00 0,497 0,498 332 P-546 0.567 29:00 0,165 14:00 0.304 0.402 333 P-547 1,359 29:00 0.446 11:00 0,985 0.913 334 P-548 1.161 29:00 0,280 14:00 0.556 0.881 335 P-549 1.677 59:00 0.316 11:00 1,095 1,360 336 P-550 1.602 29:00 0,491 10:00 0.982 1.110 Date: W ednesday, June 20, 2012, Time: 11:21:40, Page 6 904 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value (fus) Max.Time (hrs.) Min.Value (ids) Min.Time (firs.) Average (fUs) Difference (fUs) 337 P-551 1.445 59:00 0.337 11:00 1.019 1.108 338 P-552 3.291 29:00 1.004 10:00 1.853 2.286 339 P-553 0.849 59:00 0.003 67:00 0.324 0.845 340 P-554 1.166 59:00 0.321 10:00 0.916 0.845 341 P-555 1.691 29:00 0.494 10:00 1.124 1.197 342 P-556 0.953 59:00 0.184 50:00 0.655 0.769 343 P-557 0.726 35:00 0.014 30:00 0.268 0.712 344 P-558 4.264 29:00 1.223 10:00 2.697 3.040 345 P-559 3.788 29:00 1.010 10:00 2.566 2.778 346 P-560 5.363 54:00 1.231 51:00 4.301 4.132 347 P-561 2.075 29:00 0,708 11:00 1.320 1.367 348 P-563 4.341 29:00 0.015 27:00 1.362 4.326 349 P-564 6.132 29:00 0.119 63:00 1.835 6.013 350 P-569 2.250 59:00 0.054 50:00 1.531 2.195 351 P-570 2.619 59:00 0.579 51:00 2.031 2.040 352 P-571 0.883 53:00 0.063 10:00 0.556 0.820 353 P-572 3.222 53:00 0,724 10:00 2.497 2.498 354 P-573 3.142 53:00 0.702 10:00 2.442 2.440 355 P-574 3.143 53:00 0.685 10:00 2.449 2.458 356 P-575 2.853 53:00 0.612 10:00 2.238 2,241 357 P-576 2.755 54:00 0.561 10:00 2.162 2.194 358 P-577 2.703 54:00 0.525 10:00 2.121 2.178 359 P-578 1.671 54:00 0.340 10:00 1.311 1.330 360 P-579 1.985 29:00 0.012 33:00 0.599 1.973 361 P-580 5.800 29:00 0.008 13:00 1.700 5.792 362 P-581 2.730 59:00 0.156 52:00 1.762 2.573 363 P-582 2.515 59:00 0.048 29:00 1.557 2.467 364 P-583 2.584 59:00 0.241 17:00 1,504 2,343 365 P-584 2.078 59:00 0.050 50:00 1.414 2.027 366 P-585 1.167 59:00 0.016 20:00 0.561 1.150 367 P-586 1.745 29:00 0.012 13:00 0,521 1.733 368 P-587 0.840 59:00 0.005 19100 0,295 0.835 369 P-588 2.942 59:00 0.046 52:00 1.966 2.896 370 P-589 3.739 2900 0.060 59:00 1.346 3.679 371 P-590 1.948 29:00 0.022 07:00 0.597 1.925 372 P-591 2.054 31:00 0.432 51:00 1.510 1.622 373 P-592 1.128 29:00 0.014 22:OOu 0.349 1.114 374 P-593 0.035 29:00 0.007 35:00 0.016 0.028 375 P-789 0.620 29:00 0.112 35:00 0.363 0.509 376 P-808 0.348 29:00 0.070 35:00 0.156 0.279 377 P-809 1.133 29:00 0.227 35:00 0.508 i 0.907 378 P-810 1.589 29:00 0.318 35:00 0.712 1.271 379 P-811 2.483 29:00 0.484 35:00 1.197 1.999 380 P-830 0.394 30:00 0.064 35:00 0.242 0.330 381 P-831 0.277 31:00 0.001 35:00 0.151 0.276 382 P-833 1.383 29:00 0.277 35:00 0.620 1.106 383 P-834 0.658 29:00 0.089 35:00 0.274 0.569 384 P-835 0.887 29:00 �0.285 10:00 0.511 0.603 385 P-836 0.828 59:00 0.000 12:00 0.425 0.828 386 P-902 4.150 29:00 0.335 35:00 1.777 3.816 387 P-903 3.411 29:00 0.300 35:00 1.466 3.111 388 P-923 2.825 29:00 0.003 47:00 0.947 2.822 389 P-930 0.234 29:00 0.059 00:00 0.122 0.175 390 P-931 0.062 29:00 0.003 00:00 0.024 0.059 391 P-932 0.066 29:00 0.002 37:00 0.022 0.064 392 P-933 1.150 29:00 0.292 14:00 0.562 0.858 Date: Wednesday, June 20, 2012, Time: 11:21:40, Page 7 904 SERVICE AREA PIPES -VELOCITY RESULTS ID Max.Value Max.Time Min.Value Min.Time Average Difference (fUs) (hrs.) (tUs) (firs.) (fUs) (fUs) 393 P-935 2.636 29:00 0.029 37:00 0.889 2.607 394 P-936 0.401 29:00 0.138 11:00 0.268 ( 0.263 Date: Wednesday, June 20, 2012, Time: i 1:21:40, Page 8 Pipes — Headloss Results 904 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (ft) Max.Time (firs.) Min.Value (it) Min.Time (hrs.) Average (ft) Difference (it) 1 P-101 0.020 29:00 0.000 08:00 0.004 0.020 2 P-102 0.288 29:00 0.002 35:00 0.058 0.286 3 P-103 0.296 29:00 0.005 35:00 0.063 0.292 4 P-106 0.145 59:00 0.014 10:00 0.065 0.131 5 P-107 0.269 29:00 0.000 37:00 0.043 0.269 6 P-108 0.469 29:00 0.000 48:00 0.088 0.468 7 P-110 0.726 29:00 0.00 007:00 0.128 0.726 8 P-111 0.033 59:00 0.000 31:00 0.007 0.033 9 P-112 0.156 59:00 0.004 00:00 0.053 0.152 10 13-113 0.115 29:00 0.000 32:00 0.024 0.114 11 P-114 0.173 29:00 0.024 00:00 0.109 0.149 12 P-115 0.788 59:00 0.088 11:00 0.494 0.700 13 P-116 5.970 29:00 0.671 00:00 2.027 5.299 14 P-117 2.851 29:00 0.001 59:00 0.603 2.850 15 P-118 0.038 29:00 0.002 00:00 0.011 0.036 16 P-119 0.248 29:00 0.033 00:00 0.136 0.216 17 P-121 0.104 29:00 0.015 11:00 0.071 0.090 18 P-122 0.111 59:00 0.016 11:00 0.075 0.095 19 P-123 0.037 29:00 0.005 11:00 0.016 0.032 20 P-124 0.047 59:00 0.002 12:00 0.023 0.046 21 P-125 0.224 29:00 0.031 11:00 0.146 0.193 22 P-126 0.272 29:00 0.025 00:00 0.103 0.247 23 P-127 0.280 29:00 0.027 00:00 0.126 0.253 24 P-128 0.227 29:00 0.012 35:00 0.056 0.216 25 P-129 0.081 29:00 0.004 35:00 0.020 0.077 26 P-131 1.589 29:00 0.161 14:00 0.500 1.428 27 P-134 1.843 29:00 0.188 00:00 0.618 1.654 28 P-135 9.951 29:00 1.083 14:00 3.288 8.868 29 P-136 0.349 29:00 0.046 11:00 0202 0.302 30 P-138 2.004 59:00 0.008 52:00 0.862 1.996 31 P-139 8.147 29:00 0.758 14:00 2.456 7.389 32 P-141 0.777 59:00 0.000 19:00 0,166 0.777 33 P-142 1.413 29:00 0.000 36:00 0.209 1.413 34 P-143 0.738 29:00 0.000 37:00 0.107 0.738 35 P-144 2.896 29:00 0.001 07:00 0.418 2.895 36 P-145 0.213 29:00 0.019 14:00 0.064 0.194 37 P-146 0.003 29:00 0.000 09:00 0.001 0.003 38 P-147 0.004 35:00 0.000 31:00 0.001 0.004 39 P-148 0.004 35:00 0.000 00:00 0.001 0.004 40 P-149 0.196 29:00 0.000 35:00 0.041 0.196 41 P-150 2.114 29:00 0.107 35:00 0.520 2.007 42 P-153 1.111 29:00 0.000 26:00 0.141 1.111 43 P-154 0.857 59:00 0.000 13:00 0.179 0.857 44 P-155 1.826 29:00 0.093 35:00 0.449 1.734 45 P-156 0.116 29:00 0.006 35:00 0.029 0.110 46 P-157 0.316 29:00 0.016 35:00 0.078 0.300 47 P-158 0.048 29:00 0.002 35:00 0.012 0.045 48 P-159 0.048 29:00 0.002 35:00 0.012 0.045 49 P-160 0.048 29:00 0.002 35:00 0.012 0.045 50 P-161 0.336 29:00 0.000 49:00 0.043 0.336 51 P-162 2.004 29:00 0.200 00:00 0.625 1.804 52 P-164 3.551 29:00 0.322 14:00 1.059 3.229 53 P-165 0.224 29:00 0.031 11:00 0.088 0.193 54 P-166 0.060 29:00 0.008 114.00 0.028 0.052 55 P-167 0.002 29:00 0.000 00:00 0.001 0.002 56 P-168 0.058 29:00 0.008 11:00 0.027 0.050 Date: Wednesday, June 20, 2012, Time: 11:22:06, Page 1 904 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (ft) Max.Time (hrs.) Min.Value (ft) Min.Time (hrs.) Average (ft) Difference (ft) 57 P-169 0.006 23:00 0.000 51:00 0.003 0.006 58 P-170 0.001 29:00 0.000 09:00 0.000 0.001 59 P-171 0.005 57:00 0.000 51:00 0.003 0.005 60 P-172 0.010 29:00 0.000 31:00 0.001 0.010 61 P-173 0.007 29:00 0.000 35:00 0.001 0.007 62 P-174 0.016 29:00 0.000 26:00 0.002 0.016 63 P-175 0.108 29:00 0.000 59:00 0.016 0.108 64 P-176 0.101 29:00 0.000 59:00 0.015 0.101 65 P-177 0.229 29:00 0.000 35:00 0.038 0.229 66 P-178 0.181 29:00 0.009 35:00 0.044 0.172 67 P-179 0.013 29:00 0.001 35:00 0.003 0.013 68 P-180 0.032 29:00 0.002 35:00 0.008 0.031 69 P-181 1.155 29:00 0.019 35:00 0.232 1.136 70 P-182 0.538 29:00 0.001 35:00 0.103 0.537 71 P-183 0.072 29:00 0.000 23:00 0.008 0.072 72 P-184 0.041 35:00 0.000 02:00 0.009 0.041 73 P-185 0.091 29:00 0.000 32:00 0.011 0.091 74 P-186 0.225 29:00 0.000 07:00 0.028 0.225 75 P-187 0.091 2900 0.000 32:00 0.011 0.091 76 P-188 0.117 29:00 0.007 14:00 0.032 0.110 77 P-189 0.528 29:00 0.029 14:00 0.133 0.499 78 P-190 0.469 29:00 0.023 14:00 0.112 0.446 79 P-191 0.128 29:00 0.004 14:00 0.026 0.124 80 P-192 0.094 29:00 0.002 14:00 0.019 0.092 81 P-193 0.094 29:00 0.002 14:00 0.019 0.092 82 P-194 0.120 29:00 0.002 14:00 0.023 0.118 83 P-195 0.514 29:00 0.014 35:00 0A 12 0.500 84 P-196 0.832 29:00 0.035 14:00 0.185 0.797 85 P-197 0.029 29:00 0.002 00:00 0.009 0.027 86 P-198 0.879 29:00 0.031 35:00 0.203 0.848 87 P-199 1.164 29:00 0.061 14:00 0.281 1.103 88 P-200 1.016 29:00 0.072 14:00 0.274 0.944 89 P-201 0.488 29:00 0.052 00:00 0.161 0.437 90 P-202 1.206 29:00 0.060 14:00 0.290 1.146 91 P-203 0.528 29:00 0.003 35:00 0.112 0.524 92 P-204 2.078 29:00 0.205 14:00 0.645 1.873 93 P-205 FO.934 29:00 0.102 00:00 0.328 0.833 94 P-206 5.646 29:00 0.629 00:00 2.145 5.017 95 96 P-207 _P-208 0.729 0.825 58:00 33:00 0.000 0.060 12:00 12:00 0.351 0.490 0.729 0.765 97 P 209 0.509 72:00 0.027 1200 70.26-0 0.482 98 P-210 1.940 29:00 0.001 26:00 0.263 1.940 99 P-211 1.826 29:00 0.000 07:00 0.317 1.826 100 P-212 0.602 29:00 0.000 35:00 0.105 0.602 101 P-213 0.170 29:00 0.000 07:00 0.028 0.170 102 P-214 6.969 29:00 0.852 00:00 2.873 6.117 103 P-215 1.380 59:00 0.000 20:00 0.450 1.380 104 P-216 3.944 29:00 0.037 35:00 0.915 3.907 105 P-217 5.473 29:00 0.061 35:00 1.279 5.412 106 P-218 7.046 29:00 0.018 59:00 1.472 7.028 107 P-219 0.201 29:00 0.000 35:00 0.044 0.200 108 P-220 1.774 29:00 0.000 14:00 0.247 1,774 109 P-221 0.501 29:00 0.000 71:00 0.067 0.501 110 P-222 4.279 29:00 0.178 35:00 1.113 4.102 111 P-223 2.985 29:00 0.001 07:00 0.479 2.983 112 P-224 0.083 29:00 0.004 35:00 0.021 0.079 Date: Wednesday, June 20, 2012, Time: 11:22:06, Page 2 904 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (it) Max.Time (hrs.) Min.Value (it) Min.Time (hrs.) Average (it) Difference (it) 113 P-225 0.689 29:00 0.000 35:00 0.117 0.689 114 P-226 0.681 29:00 0.057 14:00 0.212 0.624 115 P-227 0.898 29:00 0.013 35:00 0.182 0.885 116 P-228 0.326 29:00 0.000 61:00 0.043 0.326 117 P-229 0.709 29:00 0.000 33:00 0.104 0.709 118 P-230 1.332 29:00 0.000 22:00 0.189 1.332 119 P-231 0.925 29:00 0.013 35:00 0.195 0.912 120 P-232 0.197 29:00 0.002 35:00 0.040 0.195 121 P-233 0.197 29:00 0.002 35:00 0.040 0.195 122 P-234 0.673 1 29:00 0.001 59:00 0.129 0.672 123 P-235 0.374 29:00 0.000 08:00 0.065 0.374 124 P-236 0.025 59:00 0.000 49:00 0.005 0.025 125 P-237 0.912 29:00 0.087 00:00 0.279 0.825 126 P-238 0.373 29:00 0.006 35:00 0.080 0.366 127 P-239 0.380 29:00 0.009 35:00 0.084 0.371 128 P-240 0.217 29:00 0.003 35:00 0.046 0.213 129 P-241 0.329 29:00 0.006 35:00 0.071 0.323 130 P-242 0.189 29:00 0.003 35:00 0.040 0.186 131 P-243 0,122 29:00 0.001 35:00 0.025 0.121 132 P-244 0.078 29:00 0.001 35:00 0.016 0.077 133 P-245 0.006 29:00 0.000 14:00 0.002 0.006 134 P-246 0.066 29:00 0.000 48:00 0.011 0.066 135 P-247 0.146 29:00 0.001 35:00 0.028 0.145 136 P-248 0.188 29:00 0.002 35:00 0.039 0.186 137 P-249 0.067 29:00 0.001 35:00 0.014 0.066 138 P-250 0.001 29:00 0.000 00:00 0.001 0.001 139 P-251 0.125 29:00 0.001 35:00 0.026 0.124 140 P-252 0.003 29:00 0.000 35:00 0.001 0.003 141 P-253 0.297 29:00 0.006 35:00 0.065 0.292 142 P-254 0.302 29:00 0.010 35:00 0.070 0.291 143 P-255 0.324 29:00 0.002 35:00 0.066 0.322 144 P-256 0.009 31:00 0.001 00:00 0.004 0.009 145 P-257 0.314 29:00 0.017 48:00 0.078 0.297 146 P-258 0.535 29:00 0.017 35:00 0.121 0.518 147 P-259 0.198 29:00 0.004 35:00 0.043 0.194 148 P-260 0.329 29:00 0.012 35:00 0.076 0.318 149 P-261 0.075 29:00 0.002 35:00 0.017 0,073 150 P-262 0.075 29:00 0.002 35:00 0.017 0.073 151 P-263 0.089 29:00 0.002 35:00 04020 0.087 152 P-264 0.041 29:00 0.000 35:00 0.008 0.041 153 P-265 0.158 29:00 0.000 35:00 0.028 0.158 154 P-266 0.088 29:00 0.000 48:00 0.014 0.088 155 P-267 0.026 29:00 0.000 07:00 0.003 0.026 156 P-268 0.000 59:00 0.000 00:00 0.000 0.000 157 P-269 0.025 29:00 0.000 07:00 0.003 0.025 158 P-270 0.088 29:00 0.000 48:00 0.015 0.088 159 P-272 0.001 35:00 0.000 00:00 0.000 0.001 160 P-273 0.000 35:00 0.000 00:00 0.000 0.000 161 P-274 0.003 35:00 0.000 00:00 0.001 0,003 162 P-283 0.668 29:00 0.017 35:00 0.155 0.650 163 P-284 0.144 29:00 0.007 35:00 0.035 0.136 164 P-285 0.189 29:00 0.003 35:00 0.043 0.186 165 P-286 0.258 29:00 0.010 35:00 0.062 0.248 166 P-287 0.013 29:00 0.000 35:00 0.003 0.013 167 P-288 0.059 29:00 0.003 35:00 0.015 0.056 168 P-289 0.195 29:00 0.013 14:00 0.050 0.182 Date: Wednesday, June 20, 2012, Time: 11:22:07, Page 3 904 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (ft) Max.Time (hrs.) Min.Value (ft) Min.Time (hrs.) Average (ft) Difference (ft) 169 P-290 0.091 29:00 0.007 14:00 0.025 0.084 170 P-291 0.061 29:00 0.003 35:00 0.015 0.058 171 P-292 0.157 29:00 0.004 35:00 0.036 0.153 172 P-293 0.066 1 29:00 0.000 07:00 0.012 0.066 173 P-294 0.311 29:00 0.031 00:00 0.090 0.280 174 P-295 1.178 29:00 0.089 14:00 0.309 1.089 175 P-296 1.172 29:00 0.087 14:00 0.307 1.084 176 P-297 0.184 29:00 0.011 35:00 0.046 0,173 177 P-298 0.000 07:00 0.000 00:00 0.000 0.000 178 P-299 0.178 29:00 0.008 35:00 0.043 0.170 179 P-300 0.006 29:00 0.001 00:00 0.003 0.006 180 P-301 1.178 29:00 0.089 14:00 0.309 1.089 181 P-302 0.346 29:00 0.025 14:00 0.090 0.321 182 P-311 0.362 35:00 0.000 11:00 0.043 0.362 183 P-320 0.081 59:00 0.000 31:00 0.022 0.081 184 P-321 0.086 29:00 0.004 35:00 0.021 0.081 185 P-322 0.401 29:00 0.000 26:00 0.062 0.400 186 P-323 0.196 29:00 0.010 35:00 0.048 0.186 187 P-324 0.024 29:00 0.001 35:00 0.006 0.023 188 P-325 0.024 29:00 0,001 35:00 0.006 0.023 189 P-326 0.409 29:00 0.000 14:00 0.060 0.409 190 P-327 0.439 59:00 0.022 50:00 0.228 0.417 191 P-328 2.963 29:00 0.001 32:00 0.473 2.962 192 P-329 0.214 29:00 0.000 01:00 0.082 0.213 193 P-330 1.338 29:00 0.000 13:00 0.187 1.337 194 P-331 7.866 29:00 0.516 14:00 2.206 7.350 195 P-332 3.409 59:00 0.042 17:00 1.428 3.367 196 P-333 1.159 59:00 0.001 29:00 0.538 1.158 197 P-334 0.790 04:00 0.016 10:00 0.474 0.774 198 P-335 0.408 59:00 0.000 54:00 0.111 0.408 199 P-336 2.813 59:00 0.014 52:00 1.406 2.799 200 P-337 2.548 53:00 0.021 50:00 1.410 2.527 201 P-338 0.062 53:00 0.000 10:00 0.028 0.062 202 M39 5.088 59:00 0.311 51:00 3.382 4.778 203 P-340 7.389 29:00 0.869 11:00 4.050 6.520 204 P-341 2.752 29:00 0.060 35:00 0.500 2.692 205 P-342 1.337 54:00 0.064 10:00 0.906 1.273 206 P-343 0.271 29:00 0.028 00:00 0.088 0.243 207 P-344 0.291 53:00 0.000 37:00 0.072 0.291 208 P-345 0.171 29:00 0.000 45:00 0.033 0.171 209 P-346 0.429 59:00 0.000 29:00 0.155 0.429 210 P-347 0.060 53:00 0.000 35:00 0.009 0.060 211 P-348 0.394 59:00 0.014 50:00 0.212 0.381 212 P-349 0.509 29:00 0.063 00:00 0.204 0.446 213 P-350 0.029 29:00 0.000 35:00 0.005 0.029 214 P-351 0.010 29:00 0.000 35:00 0.002 0.009 215 P-352 0.000 29:00 0.000 01:00 0.000 0.000 216 P-353 0.123 53:00 0.000 51:00 0.048 0.123 217 P-354 0.316 53:00 0.000 50:00 0.135 0.316 218 P-355 0.429 53:00 0.018 50:00 0.300 0.411 219 P-356 0.868 55:00 0.065 51:00 0.611 0.804 220 P-357 0.879 55:00 0.063 50:00 0.620 0,816 221 P-358 2.548 29:00 0.234 10:00 1.696 2.314 222 P-359 1.999 53:00 0.119 10:00 1.330 1.880 223 P-360 0.094 29:00 0.005 35:00 0.023 0.089 224 P-361 1.230 53.00 0.071 10:00 0.830 1.159 Date: Wednesday, June 20, 2012, Time: 11:22:07, Page 4 t�� 904 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (it) Max.Time (hrs.) Min.Value (ft) Min.Time (hrs.) Average (ft) Difference (ft) 225 P-362 1.006 53:00 0.063 10:00 0.666 0.944 226 P-363 5.690 53:00 0.359 10:00 3.742 5.331 227 P-365 0.209 29:00 0.000 13:00 0.030 0.209 2281 P-366 0.283 59:00 0.000 16:00 0.089 0.283 229 P-367 0.175 59:00 0.000 16:00 0.056 0.175 230 P-368 0.269 59:00 0.000 43:00 0.090 0.268 231 P-369 0.292 59:00 0.000 03:00 0.104 0.291 232 P-370 0.388 59:00 0.009 17:00 0.156 0.380 233 P-371 0.182 59:00 0.000 15:00 0.051 0.182 234=P-3770.000 1 59:00 0.000 30:00 0.051 0.171 2353 59:00 0.000 66:00 0.115 0.373 2360 29:00 0.000 67:00 0.003 0.020 23715 54:00 0.000 10:00 0.008 0,015 23897 59:00 0.002 10:00 0.054 0.094 2390 00:00 0.000 00:00 0.000 0.000 240 P-378 0.177 59:00 0.000 43:00 0.059 0.177 241 P-379 0.091 59:00 0.000 16:00 0.031 0.091 242 P-380 0.326 59:00 0.000 02:00 0.112 0.326 243 P-381 0.070 29:00 0.001 35:00 0.019 0.069 244 P-382 0.327 59:00 0.000 17:00 0.123 0.327 245 P-383 0.526 04:00 0.016 10:00 0.342 0.510 246 P-384 0.776 18:00 0.041 10:00 0.513 0.735 247 P-385 0.847 54:00 0.054 10:00 0.555 0.793 248 P-386 0.899 53:00 0.063 10:00 0.582 0.836 249 P-387 0.675 53:00 0.048 10:00 0.437 0.627 250 P-388 0.675 53:00 0.048 10:00 0.437 0.627 251 P-389 0.433 18:00 0.006 52:00 0.254 0.427 252 P-390 0.081 18:00 0.001 52:00 0.048 0.080 253 P-391 0.081 18:00 0.001 52:00 0.048 0.080 254 P-392 0.070 18:00 0.001 52:00 0,041 0.069 255 P-393 2.560 29:00 0.227 10:00 1.287 2.333 256 P-394 0.421 53:00 0.030 10:00 0.273 0.392 257 P-395 4.533 29:00 0.390 10:00 2.392 4.143 258 P-396 0.362 59:00 0.004 29:00 0.159 0.358 259 P-397 0.357 59:00 0.000 03:00 0.138 0.357 260 P-398 0.511 04:00 0.009 50:00 0.327 0.502 261 P-399 0.146 29:00 0.010 35:00 0.042 ^ 0.135 262 P-400 0.077 29:00 0.004 35:00 0.027 0.073 263 P-401 0.094 18:00 0.000 29:00 0.057 0.094 264 P-402 0.771 29:00 0.069 10:00 0.335 0.702 265 P-403 0.429 59:00 0.000 10:00 0.230 0.429 266 P-404 0.765 59:00 0.002 52:00 0.469 0.763 267 P-405 0.049 29:00 0.002 35:00 0.012 0.046 268 P-406 0.003 29:00 0.000 06:00 0.000 0.003 269 P-407 0.000 35:00 0.000 00:00 0.000 0.000 270 P-408 0.001 35:00 0.000 00:00 0.000 OA01 271 P-410 0.045 59:00 0.000 13:00 0.009 0.045 272 P-411 0.631 18:00 0.000 50:00 0.379 0.631 273 P-412 1.241 18:00 0.003 10:00 0.817 1,237 274 P-413 0.090 29:00 0.005 14:00 0.023 0.085 275 P-414 0.338 29:00 0.017 14:00 0.083 0.320 276 P-415 0.277 29:00 0.016 14:00 0.073 0.260 277 P-416 0.004 29:00 0.000 14:00 0.001 0.004 278 P-417 0.121 29:00 0.007 14:00 0.033 0.113 279 P-421 0.007 72:00 0.000 00:00 0.004 0.007 280 P-422 0.619 29:00 0.074 00:00 0.287 0.545 Date: Wednesday, June 20, 2012, Time: 11:22:07, Page 5 904 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (ft) Max.Time (hrs.) Min.Value (it) Min.Time (hrs.) Average (ft) Difference (ft) 281 P-427 2.141 29:00 0.109 35:00 0.527 2.032 282 P-429 1.146 59:00 0.002 51:00 0,775 1.145 283 P-435 1.500 29:00 0.066 35:00 0.542 1.434 284 P-436 3.504 29:00 0.338 14:00 0.985 3.166 285 P-438 5.993 29:06 0.588 00:00 1.920 5.405 286 P-439 0.448 29:00 0.040 00:00 0.173 0,409 287 P-474 0.281 59:00 0.005 51:00 0.121 0.276 288 P-490 2.141 29:00 0.109 35:00 0.527 2.032 289 P-500 0.601 04:00 0.003 51:00 0.421 0.599 290 P-501 9.685 29:00 1.063 10:00 5.579 8.623 291 P-502 1.820 59:00 0.007 51:00 1.262 1.813 292 P-503 2.770 04:00 0.032 51:00 1.973 2.738 293 P-504 6.029 54:00 0.431 10:00 4.129 5.598 294 P-505 1.373 59:00 0.000 52:00 0.638 1.373 295 P-506 3.222 59:00 0.006 11:00 1,269 3.215 296 P-507 3.895 29:00 0.474 12:00 2.563 3.421 297 P-508 3.026 23:00 0.001 51:00 1.793 3.025 298 P-509 4.345 29:00 0.000 33:00 0.638 4.345 299 P-510 8.756 29:00 0.005 48:00 1.565 8.751 300 P-511 2.303 31:00 0.001 00:00 0.957 2.302 301 P-512 5.319 29:00 0.463 14:00 1.426 4.857 302 P-513 1.276 30:00 0.092 00:00 0.610 1.184 303 P-514 0.114 29:00 0.011 00:00 0.038 0.103 304 P-515 0.273 29:00 0.026 14:00 0.078 0.248 305 P-516 1.684 29:00 0.180 00:00 0.755 1.504 306 P-517 0.905 35:00 0.000 17:00 0.247 0.905 307 P-518 2.782 30:00 0.378 11:00 1.606 2.404 308 P-519 1.670 35:00 0.000 11:00 0.602 1.670 309 P-520 9,358 59:00 1.059 10:00 6.541 8.299 310 P-521 1.391 59:00 0.074 51:00 0.898 1.317 311 P-522 1.388 59:00 0.001 50:00 0.855 1.387 312 P-523 0.292 29:00 0.002 35:00 0.044 0.291 313 P-527 0.050 29:00 0.003 35:00 0.012 0.048 314 P-528 0.192 35:00 0.000 16:00 J19:00 0.042 0.192 315 P-529 0.155 35:00 0.000 0.031 0.155 316 P-530 1.954 59:00 0.000 11:00 1.072 1.953 317 P-531 1.625 59:00 0.019 10:00 0.736 1.605 318 P-532 0.006 29:00 0.000 35:00 0.002 0.005 319 P-533 0.142 30:00 0.005 35:00 0.063 0.137 320 P-534 0.145 30:00 0.011 00:00 0.068 0.134 321 P-535 1.627 29:00 0.157 00:00 0.668 1.469 322 P-536 1.579 29:00 0.007 35:00 0.311 1.572 323 P-537 1.304 29:00 0.001 48:00 0.224 1.303 324 P-538 0.933 29:00 0.000 08:00 0.147 0.933 325 P-539 0.344 29:00 0.000 36:00 0.048 0.344 326 P-540 0.002 29:00 0.000 08:00 0.000 0.002 327 P-541 0.467 59:00 0.038 12:00 0.276 0.429 328 P-542 0.953 59:00 0.105 11:00 0.616 0.849 329 P-543 2.586 29:00 0.351 11:00 1.255 2.235 330 P-544 2.734 29:00 0.358 10:00 1.192 2.376 331 P-545 0.679 29:00 0.092 11:00 0.326 0.587 332 P-546 0.280 29:00 0.029 14:00 0.093 0.251 333 P-547 0.531 29:00 0.067 11:00 0.304 0.464 334 P-548 1.421 29:00 0.102 14:00 0.386 1.319 335 P-549 2.141 59:00 0.098 11:00 1.060 2.044 336 P-550 1.759 29:00 0.197 10:00 0.736 1.561 Date: Wednesday, June 20, 2012, Time: 11:22:07, Page 6 904 SERVICE AREA PIPES - HEADLOSS RESULTS ID Max.Value (it) Max.Time (firs.) Min.Value (ft) Min.Time (hrs.) Average (it) Difference (it) 337 P-551 2.647 59:00 0.179 11:00 1.486 2.468 338 P-552 10.158 29:00 1 A 28 10:00 3.642 9.030 339 P-553 0.072 59:00 0.000 67:00 0.017 0.072 340 P-554 2.879 59:00 0.264 10:00 1.942 2.616 341 P-555 3.497 29:00 0.358 10:00 1.705 3.139 342 P-556 1.815 59:00 0.087 50:00 0.978 1.728 343 P-557 0.056 35:00 0.000 30:00 0.012 0.056 344 P-558 6.969 29:00 0.690 10:00 3.098 6.279 345 P-559 7.261 29:00 0.628 10:00 3.675 6.633 346 P-560 3.845 54:00 0.252 51:00 2.700 3.593 347 P-561 0,265 29:00 0.036 11:00 0.119 0.229 348 P-563 2.352 29:00 0.000 27:00 0.390 2.352 349 P-564 6.492 29:00 0.004 63:00 0.922 6.487 350 P-569 1.919 59:00 0.002 50:00 1.057 1.917 351 P-570 5.088 59:00 0.311 51:00 3.382 4.778 352 P-571 0.062 53:00 0.000 10:00 0.028 0.062 353 P-572 5.690 53:00 0.359 10:00 3,742 5.331 354 P-573 1.006 53:00 0.063 10:00 0.666 0.944 355 P-574 1.999 53:00 0.119 10:00 1.330 1.880 356 P-575 1.230 53:00 0.071 10:00 0.830 1.159 357 P-576 1.174 54:00 0.062 10:00 0.794 1.112 358 P-577 1.337 54:00 0.064 10:00 0.906 1.273 359 P-578 1 1,174 54:00 0.062 10:00 0.794 1.112 360 P-579 0.709 29:00 0.000 33:00 0.104 0.709 361 P-580 4.376 29:00 0.000 13:00 0.619 4.376 362 P-581 2.813 59:00 0.014 52:00 1.406 2.799 363 P-582 1.159 59:00 0.001 29:00 0.538 1.158 364 P-583 3.409 59:00 0.042 17:00 1.428 3.367 365 P-584 1.919 59:00 0.002 50:00 1.057 1.917 366 P-585 1.380 59:00 0.000 20:00 0.450 1.380 367 P-586 1.338 29:00 0.000 13:00 0.187 1.337 368 P-587 0.222 59:00 0.000 19:00 0.047 0.221 369 P-588 8.784 59:00 0.004 52:00 4.615 8.780 370 P-589 3.532 29:00 0.002 59:00 0.655 3.530 371 P-590 1.881 29:00 0.000 07:00 0.288 1.880 372 P-591 2.260 31:00 0.126 51:00 1.348 2.134 373 P-592 0.525 29:00 0.000 22:00 0.074 0.525 374 P-593 0.001 29:00 0.000 08:00 0.000 0.001 375 P-789 1.025 29:00 0.043 35:00 0.408 _ 0.982 376 P-808 0.049 29:00 0.002 35:00 0.012 0.046 377 P-809 1.056 29:00 0.054 35:00 0.260 1.003 378 P-810 2.241 29:00 0.114 35:00 0.551 2.127 379 P-811 0.469 29:00 0.023 35:00 0.131 0.446 380 P-830 0.138 30:00 0.005 35:00 0.061 0.134 381 P-831 0.075 31:00 0.000 35:00 0.028 0.075 382 P-833 2.114 29:00 0.107 35:00 0.520 2.007 383 P-834 0.441 29:00 0.011 35:00 0.097 0.431 384 P-835 0.331 29:00 0.040 10:00 0.124 0.290 385 P-836 0,173 59:00 0.000 12:00 0.061 0.173 386 P-902 3.944 29:00 0.037 35:00 0.915 3.907 387 P-903 5.473 29:00 0.061 35:00 1.279 5.412 388 P-923 1.895 29:00 0.000 47:00 0.325 1.895 389 P-930 0.024 29:00 0.002 00:00 0.008 0.023 390 P-931 0.002 29:00 0.000 00:00 0.000 0.002 391 P-932 0.001 29:00 0.000 06:00 0.000 0.001 392 P-933 1.547 29:00 0.122 14:00 0,434 1.425 Date: Wednesday, June 20, 2012, Time: 11:22:07, Page 7 904 SERVICE AREA PIPES - HEADLOS5 RESULTS ID Max.Value Max.Time Min.Value Min.Time Average Difference (ft) (hrs.) (ft) (hrs.) (ft) (it) 393 P-935 7.342 29:00 0.002 37:00 1.254 7.340 394 P-936 0.105 29:00 0.015 11:00 0.051 0.091 Date: Wednesday, June 20, 2012, Time: 11:22:07, Page 8 Nodes - Fire Flow Results 904 SERVICE AREA NODES -FIRE FLOW RESULTS ID Static Demand (mgd) Static Pressure (psi) Static Head (tt) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 1 J-101 0.029 77.560 886,998 1.440 68.459 4.194 20.000 2 J-102 0.029 77.561 887,000 1.440 68.888 4.319 20.000 3 J-103 0.029 78.878 887.041 1.440 73.426 5.866 MOM 4 J-104 0.029 78.899 887,089 1.440 76.154 9.621 20.000 5 J-107 0.029 77.098 886,931 1.440 63.528 3.286 20.000 6 J-108 0.029 78.405 886.948 1.440 67.850 3.852 20.000 7 J-109 0.029 78.863 887,006 1.440 76.186 9.822 20.000 8 J-110 0.029 77.534 886.938 1.440 64.292 3.342 20.000 9 J-111 0.029 77.101 886,939 1.440 69.035 4.519 20.000 10 J-112 0.029 76.694 887.000 1.440 72.205 6.808 20.000 11 J-113 0.029 81.086 887,135 1.440 76.444 6.933 20.000 12 J-114 0.029 74.852 8879749 1.440 67.471 4.657 20.000 13 J-115 0.060 71.645 890.348 1.440 65.530 5.129 20.000 14 J-116 0,109 71.407 889,799 1.440 53.545 2.774 20.000 15 J-117 0.016 81.091 887,147 1.440 76.401 6.880 20.000 16 J-118 0.016 76.686 886,981 1.440 71.776 6.398 20.000 17 J-119 0.016 77.526 886.920 1.440 70.716 5.129 20.000 18 J-120 0.009 80.086 886,829 1.440 72.812 5.058 20.000 19 J-121 0.000 80.939 886,797 1.440 73.720 5.131 20,000 20 J-122 0.016 77.675 887,263 1.440 72.757 6.386 20.000 21 J-123 0.042 79.039 887,412 1.440 72,411 5.297 20.000 22 J-124 0.042 81.184 887,362 1.440 67.913 3.518 20.000 23 J-125 0.026 83.343 887,344 1.440 56.706 2.374 20.000 24 J-126 0.042 77.967 887,937 1.440 72.198 5.691 20.000 25 J-127 0.016 76.664 887,929 1.440 69.814 4.969 20.000 26 J-128 0.016 75.364 887.929 1.440 68.134 4.717 20.000 27 J-129 0.048 69.963 891,465 1.440 68.730 17.278 20.000 28 J-130 0.048 72.791 887.992 1.440 66.104 4.885 20.000 29 J-132 0.067 74.421 886.754 1.440 47.757 2.235 20.000 30 J-133 0.000 78.190 890.453 1.440 73.081 5.966 MOM 31 J-135 0.027 83.105 886.794 1.440 80.855 12.147 20.000 32 J-136 0.027 78.809 886,880 1.440 77A79 14.969 20.000 33 J-137 0.037 80.991 886,917 1.440 79.492 15.688 20.000 34 J-138 0.09i 78.891 887,071 1.440 77.960 22.448 20.001 35 J-139 0.009 85.258 886,765 1.440 61.487 2.559 20.000 36 J-140 0.009 80.925 886,765 1,440 52.876 2.238 20.000 37 J-141 0.009 80.058 886.764 1.440 57.861 2.544 20.000 38 J-142 0.009 80.925 886,764 1.440 58.213 2.531 20.000 39 J-143 0.009 79.192 886,764 1.440 57.125 2.532 20.000 40 J-146 0.055 82.953 8864445 1.440 _ 69.957 3.651 20.000 41 J-147 0.063 85.120 886,445 1.440 76.890 4.984 20.000 42 J-148 0.063 81.734 886,631 1.440 71.641 4.220 20.000 43 J-149 0.055 78.596 886,389 1.440 69.073 4.348 20.000 44 J-150 0.055 78.585 886.364 1.440 63.962 3.307 20.000 45 J-151 0.055 78.566 886,319 1.440 64.973 3.480 20.000 46 J-152 0.055 82.461 886,309 1.440 66.771 3.300 20.000 47 J-153 0.027 79.206 886.798 1.440 77.163 12.713 20.000 48 J-154 0.051 77.605 891,103 1.440 68.109 4.075 20.000 49 J-156 0.099 74.324 8914531 1.440 73.411 22.231 20.001 50 J-157 0.027 79.161 886.693 1.440 75.453 7.874 20.000 51 J-158 0.027 87.378 886,657 1.440 82.712 7.201 20.000 52 J-159 0.027 79.146 886,658 1.440 74.731 6.962 MOM 53 J-160 0.026 80.010 886,653 1.440 75.448 6.882 20.000 54 J-161 0.027 87.376 886,653 1.440 82.714 7.234 20.000 55 J-162 0.027 86.076 886,653 1.440 81.235 6.958 20.000 56 J-163 0.027 79.144 886,653 1.440 74.576 6.821 20.000 Date: Wednesday, June 20, 2012, Time: 11:23:37, Page 1 904 SERVICE AREA NODES -FIRE FLOW RESULTS ID Static Demand (mgd) Static Pressure (psi) Static Head (ft) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 57 J-164 0.027 79.147 886,660 1.440 74.907 7.200 20.000 58 J-165 0.027 78.289 886,682 1.440 74.352 7.499 20.000 59 J-166 0.027 77.405 886.642 1.440 69.416 4.601 20.000 60 J-167 0.027 78.704 886,639 1.440 68.573 4.006 20.000 61 J-168 0.027 83.035 886,635 1.440 69.866 3.553 20.000 62 J-169 0.026 76.630 8864853 1,440 73.977 9.635 20.000 63 J-170 0.026 74.928 886.925 1.440 73.332 14.276 20.000 64 J-171 0.037 74.495 886,925 1.440 72.430 11.061 20.000 65 J-172 0.037 74.490 886,913 1.440 71.518 8.242 20.000 66 J-173 0.037 78.822 886.912 1 A40 75.895 8.678 20.000 67 J-174 0.037 74.083 886.975 1.440 70.838 7.683 20.000 68 J-175 0.027 75,868 887,094 1.440 74.386 15.319 20.000 69 J-176 0.027 76.654 886.906 1.440 74.903 13.246 20.000 70 J-177 0.027 77.515 886,894 1.440 75.718 13.042 20.000 71 J-178 0.027 76.695 887.003 1.440 74.074 9.363 20.000 72 J-179 0.027 81.032 887,011 1.440 76.383 6.642 20.000 73 J-180 0.051 80.956 886,835 1.440 66.818 3.408 20.000 74 J-181 0.051 76.805 887.256 i.440 73.794 8.538 20.000 75 J-182 0.047 75.181 887,509 1.440 73.757 15.500 20.000 76 J-183 0.047 75.111 887.346 1.440 73.730 16.180 20.000 77 J-184 6.048 75.024 888.146 1.440 73.624 16.030 20.000 78 J-185 0.047 75.174 888,492 1.440 73.777 16.432 20.000 79 J-186 0.099 72.299 890,856 1.440 71,337 22.385 20.001 80 J-187 0.048 72.705 887.794 1.440 70.484 9.383 20.000 81 J-188 0.048 74.434 887,784 1.440 73.186 13.994 20.000 82 J-189 0.047 74.684 887,361 1.440 73.256 15.134 20.000 83 J-190 0.047 75.133 887,397 1.440 67.594 4.509 20.000 84 J-191 0.264 68.929 8944079 1.440 68.427 30.053 20.001 85 J-192 0.145 70.838 893,485 1.440 70.739 53.100 20.003 86 J-193 0.051 71.353 892.674 1.440 70.547 23.801 20.001 87 J-194 0.048 71.337 892,637 1.440 69.574 10.880 20.000 88 J-195 0.048 69.958 891,454 1.440 68.632 16.396 20.000 89 J-196 0.047 74.764 8874544 1.440 73.116 12.114 20.000 90 J-197 0.047 74.708 887.415 1.440 71.885 8.367 20.000 91 92 J-198 J-199 0.047 0.047 73.550 74.330 887,744 887,544 1.440 1,440 71.520 72.206 10.335 10.191 20.000 20.000 93 J-200 0.000 74.448 887.816 1.440 73.272 14.219 20.000 94 J-201 0.000 60.988 890,753 1.440 59.831 13.461 20.000 95 J-202 0.070 74.493 886,920 1.440 72.788 13.115 20.000 96 J-203 0.070 74.480 886.890 1.440 _ 72.616 12.253 20.000 97 J-204 0.000 74.094 887,000 1.440 72.758 15.844 20.000 98 J-205 0.000 71.485 886,979 1.440 69.861 13.268 20.000 99 J-206 0.043 74.521 886,984 1.440 72.675 12.490 20.000 100 J-207 0.000 87.663 887,314 1.440 85.693 13.376 20.060 101 J-208 0.014 74.067 886,938 1.440 72.125 11.288 20.000 102 J-209 6.014 74.471 886.870 1.440 71.350 7.897 20.000 103 J-210 0.014 73.156 886,833 1.440 69.970 7.720 20.000 104 J-211 0.014 71.397 886,775 1.440 67.945 7.253 20.000 105 J-212 0.014 73.116 886.743 1.440 69.315 6.946 20.000 106 J-213 0.014 74.840 886,722 1.440 70.817 6.818 20.000 107 J-214 0.014 79.168 886,709 1.440 74.328 6.265 20.000 108 J-215 0.014 78.734 886.707 1.440 70.777 4.524 20.000 109 J-216 0.014 75.698 886,701 1,440 71.994 7.331 20.000 110 J-217 0.014 77.441 886,723 1.440 73.850 7.587 20.000 111 J-218 0.014 76.588 886,755 1.440 73.511 8.422 20.000 112 J-219 0,014 72.264 886,776 14440 69.071 7.758 20.000 Date: Wednesday, June 20, 2012, Time: 11:23:37, Page 2 904 SERVICE AREA NODES -FIRE FLOW RESULTS 6113J-220 ID Static Demand (mgd) Static Pressure (psi) Static Head (ft) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 0.014 71.421 886,830 1.440 68.309 7.730 20.000 114 J-221 0.014 71.449 886.895 1.440 68.959 9.063 20.000 115 J-222 0.014 71.452 886,901 1.440 69.333 10.438 20.000 116 J-223 0.014 76.604 886.793 1.440 72.812 7.112 20.000 117 J-224 0.014 71.422 886.833 1.440 64,659 4.611 20.000 118 J-225 0.014 74.448 886,817 1.440 67.049 4.507 20.000 119 J-226 0.014 76.607 886.800 1.440 69.211 4.604 20.000 120 J-227 0.014 75.689 886.680 1.440 71.706 6.982 20,000 121 J-228 0.014 80.884 886,670 1.440 76.585 6.975 20.000 122 J-229 0.014 85.216 886,669 1.440 81.415 7.976 20.000 123 J-230 0.014 92A49 886,669 1.440 88.173 8.159 20.000 124 J-231 0,014 85.217 886,670 1.440 80.796 7.106 20.000 125 J-233 0.000 86.950 886,669 1.440 83.518 8.769 20.000 126 J-234 0.000 87.383 886.669 1.440 84.004 8.915 20.000 127 J-243 0.043 78,799 886,858 1.440 76.065 9.933 20.000 128 J-244 0.043 74.885 886,826 1.440 62.509 3.410 20.000 129 J-245 6.043 76.618 886,824 1.440 73.588 9.070 20.000 130 J-246 0.043 67.491 886.761 1.440 61.735 5.154 20.000 131 J-247 0.043 74.423 886,759 1.440 67.410 4.874 20.000 132 J-248 0.043 73.129 886,772 1.440 68.201 6.111 20.000 133 J-249 0.043 70.550 886,821 1.440 67.128 7.750 20.000 134 J-250 0.043 78.772 886,795 1.440 73.377 6.045 20,000 135 J-251 0.043 83.099 886.782 1.440 73.634 4.359 20.000 136 J-252 0.043 72.326 886,920 1.440 69.021 8.045 20.000 137 J-253 0.043 86.325 887,226 1.440 83.965 11.656 20,000 138 J-254 0.043 85.327 886,924 1.440 80.739 7.088 20.000 139 J-255 0.043 85.309 886,881 1 A40 77.834 5.162 20.000 140 J-256 0.043 78.809 886.881 1.440 71.474 4.928 20.000 141 J-264 0.04 778.782 889,819 1.440 76.316 11.258 20.000 142 J-268 0.036 82.116 891,513 1A40 80.090 14.539 20.000 143 J-271 0.103 78.606 891,413 1.440 68.476 4.154 20.000 144 J-272 0.036 78.645 891,503 1.440 76.388 12.193 20.000 145 J-273 0.036 78.637 891,484 1.440 68.402 3.969 20.000 146 J-274 0.036 72.146 891,503 1.440 70.018 11.875 20.000 147 J-275 0.036 72.127 891,459 1.440 64,709 4.570 20.000 148 J-276 0.036 72.125 891,454 1.440 62.443 3.866 20.000 149 J-277 0.084 69.985 841. 116 1.440 68.237 14.081 20.000 150 J-278 0.036 65.782 891,817 1,440 63.815 11.353 20.000 151 J-279 0.051 75.146 891.428 1.440 74.115 17.696 MOO 152 J-280 0.145 69.995 893.539 1.440 69.698 29.044 20.001 153 154 J-281 J-282 0.130 0.114 67.360 66.816 895,457 896.202 1.440 1.440 66.594 65.881 27.196 26.583 20.001 20.001 155 J-283 0.094 63.932 895.546 1.440 56.431 4.099 _ 20.000 156 J-284 0.135 64.193 898,150 1.440 63.094 29.678 20.001 157 J-285 0.021 59.760 899,919 1.440 58.716 31.053 20.001 158 J-286 0.334 58.908 899.953 1.440 57.917 37.376 20.001 159 J-287 0.219 56.837 895,172 1.440 50.934 4.419 20.000 160 J-289 0.021 62.525 899,299 1.440 61.202 25.447 20.001 161 J-290 0.021 58.873 899.871 1.440 51.115 3.636 20.000 162 J-291 0.021 58.027 899,919 1.440 53.586 5.031 20.000 163 J-292 0.021 58.122 900,137 1.440 48.358 3.133 MOM 164 J-293 0.021 58.986 900.133 1,440 52.351 4.017 20.000 165 J-294 0.021 63.392 900,301 1.440 61,912 24.339 20.001 166 J-295 0.014 71.437 886.868 1.440 63.420 4.135 20.000 167 J-296 0.021 59.828 900,075 1 A40 52.555 3.855 20.000 168 J-297 0.021 59.667 899.704 1.440 52.454 3.826 20.000 Date: Wednesday, June 20, 2012, Time: 11:23:37, Page 3 904 SERVICE AREA NODES -FIRE FLOW RESULTS ID Static Demand (mgd) Static Pressure (psi) Static Head (ft) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 169 J-298 0.021 61.059 900.916 1.440 51.546 3.332 20.000 170 J-299 0.021 67.166 903,011 1.440 65.417 24.809 20.001 171 J-300 0.021 64.711 901.344 1.440 63.077 23.903 20.001 172 J-301 0.021 62.102 901.324 1.440 36.934 1.945 20.000 173 J-302 0.021 65.794 903,843 1.440 64.015 24.700 20.001 174 J-303 0.000 65.216 9080511 1.440 64.073 64.535 20.004 175 J-304 0.094 64.028 897,769 1.440 62.516 20.201 20.000 176 J-305 0.094 68.368 897.784 1.440 66.482 13.940 20.000 177 J-306 0.000 66.682 897,892 1.440 64.633 11.717 20.000 178 J-307 0.000 66.277 897.958 1.440 64.122 10.949 20.000 179 J-308 0.000 66.325 898.070 1.440 64.048 10.372 20.000 180 J-309 0.000 66.386 898,211 1.440 64.047 10.220 20.000 181 J-310 0.094 64.992 897.993 1 A40 61.964 8.007 20.000 182 J-311 0.000 64.972 897,947 1.440 62.401 9.046 20.000 183 J-312 0.000 64.081 897,891 1 A40 61.725 9.739 20.000 184 J-313 0.000 67.548 897,892 1.440 60.142 4.186 20.000 185 J-314 0.000 66.309 898,032 1.440 62.075 6.022 20.000 186 J-315 0.094 67.751 898,360 1.440 64.157 7.277 20.000 187 J-316 0.000 66.892 898,378 1.440 64.405 9.785 20.000 188 J-317 0.000 72.385 899,055 1.440 69.540 9.558 20.000 189 J-318 0.000 71.803 899,712 1.440 69.251 11.221 20.000 190 J-319 0.000 72.117 900,438 1.440 69.539 12.073 20.000 191 J-320 0.000 70.620 900.982 1.440 68.121 13.872 20.000 192 J-321 0.000 71.789 899,679 1.440 68.118 7.957 20.000 193 J-322 0.000 70.084 899,745 1.440 66.952 9.435 20.000 194 J-323 0.000 68.375 899,802 1A40 65.962 14.946 20.000 195 J-324 0.094 70.767 901.322 1.440 68.537 17.787 20.000 196 J-325 0.094 69.402 904.171 1.440 67.175 19.713 20.000 197 J-326 0.094 67.855 898.601 1.440 65.191 9.567 20.000 198 J-327 0.094 65.244 898.574 1.440 61.041 6.334 20.000 199 J-328 0.094 70.634 899,015 1.440 66.708 7.254 20.000 200 J-329 0.094 76.836 899,328 1.440 73.294 8.492 20.000 201 J-330 0.000 70.922 898,678 1.440 67.474 7.634 20.000 202 J-331 0.043 70.096 886,772 1.440 65.442 6.165 20.600 203 J-332 0.000 94.749 886,669 1.440 90.959 8.618 20.000 204 J-334 0.021 59.452 899.209 1.440 52.874 _ 4.055 20.000 J-335 0.037 74.074 886.954 1.440 71.433 9.001 20.000 F2O5 J-336 0.027 75.837 887,022 1.440 74.278 14.547 20.000 207 J-337 0.037 74.506 886.955 1.440 72.133 9.818 20.000 208 J-339 0.016 79.261 886,925 1.440 70.427 4.376 20.000 209 J-344 0.010 76.075 900,572 1.440 65.068 3.658 20.000 210 J-345 0.037 88.649 899.591 1.440 70.347 3.066 20.000 211 J-350 0.017 79.043 888,421 1.440 76.574 10.047 20.000 212 J-351 0.027 80.157 8904993 1.440 77.437 8.890 20.000 213 J-352 0.017 74.817 890,669 1.440 72.508 9.923 20.000 214 J-383 0.055 97.349 886,669 1.440 94.349 10.754 20.000 215 J-388 0.102 84.467 890.938 1.440 42.936 1.960 20.000 216 J-391 0.158 75.003 9010098 1.440 73.658 35.715 20.001 217 J-392 0.158 80.889 902,682 1.440 79.583 41.728 20.002 218 J-393 0.168 66.356 905.141 1.440 65.281 54.842 20.003 219 J-394 0.320 59.930 894.310 1.440 57.367 7.777 20.000 220 J-395 0.367 63.501 892,552 1.440 62.795 32.185 20.001 221 J-396 0.230 67.599 888,010 1.440 67.493 46.529 20.002 222 J-397 0.196 75.332 889,857 1.440 74.404 21.271 20.000 223 J-398 0.017 85.956 888.376 1.440 84.009 13.718 20.000 224 1 J-399 0.049 65.321 890.752 1.440 64.180 18.508 20.000 Date: Wednesday, June 20, 2012, Time: 11:23:37, Page 4 904 SERVICE AREA NODES -FIRE FLOW RESULTS ID Static Demand (mgd) Static Pressure (psi) Static Head (ft) Fire -Flow Demand (mgd) Residual Pressure (psi) Available Flow at Hydrant (mgd) Available Flow Pressure (psi) 225 J-400 0,058 64,007 891,719 1.440 63,314 26,988 20.001 226 J-401 0,307 64,971 891,944 1.440 64.270 27,697 20,001 227 J-402 0,128 71,052 899.978 1.440 69,378 21,664 20.000 228 J-403 0,037 77,131 900,008 1,440 75.744 31,771 20,001 229 J-406 0,147 73,610 891,882 1A40 72,946 25,170 20.001 230 J-407 0.064 64,003 891.711 1,440 63,317 27,298 20,001 231 J-408 0,064 68,735 898,631 1,440 67.277 24.650 20.001 232 J-409 0,027 80A58 8904995 1,440 78,137 11,071 20,000 233 J-410 0,027 67.963 890,849 1,440 66,782 17,651 20,000 234 J-411 0.055 90,358 886,534 1,440 85.085 6,927 20,000 235 J-412 0.055 83,393 886,461 1,440 76,178 5,335 20,000 236 J-413 0,029 82,086 887,443 1.440 79.151 9.395 20,000 237 J-414 0.089 81.556 888.221 1.440 78.972 10.532 20,000 238 J-415 0.060 77,857 889,683 1,440 75,364 10.953 20,000 239 J-416 0,048 79,360 891,152 1,440 77,240 14.018 20.000 240 J-417 0.089 74,583 888,127 1,440 70,807 7,445 20,000 241 J-418 0.036 87.056 892.914 1,440 84.748 14,271 20,000 242 J-419 0,055 76,156 893,759 1,440 74,045 15.727 20,000 243 J-420 0,330 76.165 893,778 1,440 73,904 14,241 20,000 244 J-421 0,330 69,426 896.225 1,440 66,726 12,558 20.000 245 J-422 0,236 80.685 894,211 1,440 77,054 9,124 20.000 246 J-423 0,236 85,328 892,927 1,440 82,856 13,120 20,000 247 J-426 0.064 63,560 891,689 1.440 62,810 23,748 20.001 248 J-427 0.000 68.770 890.713 1,440 67,980 28,116 20.001 249 J-428 0,072 57,492 892,684 1,440 57A00 42,242 20,002 250 J-429 0.072 67.415 895.584 1.440 66.676 37.741 20.001 251 J-430 0.000 79,709 886,959 1,440 77,030 9,790 20,000 252 J-460 0,008 63,755 892.138 1,440 63,213 25,206 20,001 253 J-697 0.026 75,784 890,900 1,440 74.035 12,122 20,000 254 J-714 0,419 70.001 8916553 1,440 68,976 18,910 20,000 255 J-727 0,114 70,804 8914407 1,440 62,909 4,556 20.000 256 J-728 0,103 76,539 891,641 1,440 71,928 6.696 20,000 257 J-742 0.071 82,932 891.396 1.440 74,392 4,839 20.000 258 J-743 0,071 95,064 891,396 1,440 86.637 5,393 20,000 Date: Wednesday, June 20, 2012, Time: 11:23:37, Page 5 Elevated Storage Tank Graph 1 1 1 ! 1 J I I ( f 1 i 1 f i f A i I 1 GSr_ 1 1 1 1 1 f 1 1 rX ! 1 14 LO ( I 1 1 1 1 LU 0 I 1 f W I I 1 1 1 W OCO 1_ 1 goo rrw mr i I 1 i I 1 i 1 I 1 1 1 ` j W f t I 1 I 1 1 1 f i I w 1 1 1 I W 1 1 1 I 1 cm Q 1 I i i i 1 t i I I V r 1 1 1 I 1 Li) 1 1 1 I 1 0 Ca Ln O L) C) LO C ) co N CV r- r A CITY 4F ANNA, TEXAS BIR�IOFF, HENI)RICS � CARTER, L.L.P. PROFESSIONAL ENGINEERS 11910 Greenville Ave., Suite 600, Dallas, Texas 75243 (214) 361-7900 amata@bhcllp.com JANUARY 2014 CITY OF ANNA, TEXAS 2013 WASTEWATER COLLECTION SYSTEM REPORT Page No. 1. GENERAL........................................................................................................................... 1 1.1 PURPOSE AND SCOPE 2 .............................................................................................. 1.2 DEFINITIONS.1..0.00.10990.4414...400.64.096009.0400.0.0..90040800044..0.9 IL :..::...6044..6.4.....094..0.0..009600..00.0..0 2 1.2.1 Average Daily Flow ......................... ............................................... 2 1.2.2 Maximum (Peak) Flow .....................,..:..................................... 2 I.2.3 Dry Weather Flow ................. ......'":.............................:.:...:............................ 2 1.2.4 Infiltration and Inflow ................... ...c:.... ........< .................s 3 IF IF IF 2. PLANNING ............................... 0 6 0 a a a mF 4 0 6 0 ................. a p aL a b 0 a ...............................:................. 3 IF 2.1 PLANNING AREA ...................:............:..................<:ILI,........................................... 3 IF IF I Table 1 — Land Use Bi`eakdown within Build -out ETJ ... 3 Figure 1 —Plan ing Area 4 2.2 POPULATION ........:..........:................................................................. 5 Table 2 — Residential Unit and Population Densities..................................................9 5 Table 3 —Residential and Non -Residential Land Use Summary .................................. 5 Table 4 — Residential Population Projections............................................................... 6 Figure 2 — Population Projection Graph....................................................................... 7 3. SERVICE AREAS ..... ................. S 3.1 EAST SIDE SERVICE AREAS................................................................................... 9 3.1.1 Clemons Creek.................................................................................................... 9 3.1.2 West Sister Grove Creek..................................................................................... 9 3.1.3 Sister Grove Creek.............................................................................................. 9 3.1.4 Harrington Branch............................................................................................... 9 3.1.5 Pilot Grove Creek................................................................................................ 9 3.2 WEST SIDE SERVICE AREAS................................................................................ 10 j:lcla9cal�uma�2013.105 wtv master plun�reporis\03-index.docx %71C�P.X.'-1 0 5 6 7 3.2.1 Slayter Creek..................................................................................................... 10 3.2.2 I hrockmorton Creek......................................................................................... 10 3.2.3 Hurricane Creek................................................................................................ 10 3.2.4 Elm Fork............................................................................................................ 10 DESIGNFLOWS............................................................................................................... 11 4.1 Genezal........................................................................................................................ 4.2 Population Based Flow ........................................ .......; ,:................... 4.3 Non -Population Based Flow ...........................::. :.......':::......................................... 4.4 Infiltration and Inflow ......................... ....................... ........................... a Table 5 — Build -out Design Wastewater Rates .......................... .............................. HYDRAULIC MODEL DEVELOPMENT ..... :.. ... Figure 3 — 24-Hour EPS Diurnal Cuzve et:..................;:.................................................. LIFT STATIONS AND FORCE MAINS .......: .:::.... ....... ............................... 6.1 General . .......::......... :.............. .;............:.. ..::............................................. 5.2 Current Lift Stations.................................................................. 5.3 Future LiftlStations ..........:::..:::..:.:.............:........................ 6.4 LifC Stations to be Abandoned WASTEWATER TREATMENT 7.1 Existing Treatment Capacity 11 11 ll 11 12 12 14 15 15 15 15 7.2 North Texas Municipal Water District....................................................................... 17 7.3 Recommendation..::.................................................................................................. 17 APPENDIX A —HYDRAULIC MODEL RESULTS WASTEWATER COLLECTION SYSTEM MASTER PLAN MAP j:lclericollannn\2013-lOS vnv mns[er plm�\reports\03-index.docx ji1C�2S-ZI CITY OF ANNA, TEXAS Wastewater Collection Master Plan 1. GENER.AL The City of Amia has grown substantially in the recent associated have increased the importance of develop ) impending growth and land use date comprehensive plan for the wastewater collection system. This report presents a proposed wastewater collections system master plait for the City of Anna. Included in this report is a discussion of existing and proposed facilities for the collection, purnping, and treatment of the City's wastewater. The ICity currently owns and operates a wastewater treatment plant on the south side of Soil Conservation Service Site 46 Reservoir. Under ultimate conditions this wastewater treatment plant would be closed and all of the City's wastewater would flow into; the, regional system to be treated by the North Texas Municipal Water District. The proposed wastewater collection system is designed to accommodate the ultimate development of the City as it is now conceived. For this reason, the recommendations should be re-examined at regular intervals and revised to conform to any new conditions that arise. Likewise, prior to undertaking a major expenditure, an examination should be made to verify that the design criteria used in developing the overall plan is still valid. The hydraulic analysis was performed utilizing InfoSewer computer software to aid in developing an overall system of gravity and a combination of lift stations and force mains required to efficiently serve the area within the planning boundary. Extended Period Simulation (EPS) hydraulic models were created for the build -out and year 2013 (existing) wastewater collection system conditions. Peak wastewater flows were extracted from the model utilizing a 244hour diurnal curve to simulate the temporal variations of wastewater demand. The 2013 hydraulic model was run to determine the short-term system deficiencies. j:\cicRicaMnna�2013-105 ww master plan�repons\04-repoit.dacx P(1g'g 1 1.1 PURPOSE AND SCOPE The purpose of this report and plan is to provide a comprehensive plan for the wastewater collection system that will be required to serve the City under build -out conditions. The plan is based on the best available information on existing and future land uses. With the information available, sanitary sewer lines can be installed, in many cases, to serve the full development of the drainage basins and minimize the costly duplication of construction activities that might otherwise occur. In large drainage basins, however, it will not likely be feasible, initially, to install lines of adequate capacity to serve build -out conditions. In these cases, service can be provided to match capacity requirements and corresponding financial constraints, as the City expands to build-out.IF I IF 1.2 DEFINITIONS IF The design of the wastewater collection system incorporates various rates of discharge. The most significant are. 1. Average Dail: This rate is usually expressed in either gallons per capita per day (gpcd) or millions of gallons per day (r igd), and represents the average daily discharge contributed over a period of one year per person or per service area, respectively. 2. Maximum (Peak)Flow: Expressed in the same units as described for Average Daily Flow, the Maximum Flow represents. the maximum discharge contributed per person or per service area. Due to hydrological conditions, the ratio of the maximum to average daily flow is a function of the size of the service area. Generally, the larger the area server the smaller the ratio. 3. Dry Weather Flow: Defined as wastewater flow the occurs during dry weather conditions and, therefore, includes no stormwater "inflow". It is possible that ground water will "infiltrate" a faulty or leaky system. This volume will then be included in dry -weather flow measurements. Usually expressed in either gallons per minute per inch diameter per mile of pipe, or gallons per acre per day (gpad). 4. Infiltration and Inflow: Expressed in the same units as described for Dry Weather Flow, infiltration represents a design allowance to account for stormwater and groundwater seepage into the collection system. j:�clericul�mma\2013-]OS my master plantieports\04-report.docx Ppg'g 2 2. PLANNING 2.1 PLANNING AREA The City of Arma's wastewater collection planning area consists of all within the City's 2010 .and Use Plan and amended by changes provided by the City. The total land area within the Planning Area consists of approximately 41,951 acres or 66 square miles. Within the ETJ, approximately 35,950 acres (56 square miles) is planned to, be developed. Another area, not encompassed within the ETJ, but taken into account for the purpose of developing the wastewater master plan is the Mantua Development, part of Arna ETJ, within the Van Alstyne ETJ. Table calculated within the planning boundary area LAND USE Residential �h lies'within Anna and part outside of the 1 provides, a summary of the land areas The City's planning area encompasses land that is outside the City's existing Certificate of Convenience and Necessity (CCN) and encompasses land inside other CCN's. The planning area encroaches into the Weston CCN and borders the Melissa CCN. Weston and Anna have signed a Boundary Contract, negotiating the rights to land on part of the west side of Anna. To the east of Anna City Limits is approximately 11,806 acres of land outside of any city's CCN. Figure 1 illustrates the City's planning area, its existing wastewater CCN and surrounding wastewater CCN's. As the City develops to the other CCN's, planning with the surrounding CCN corporations and the City will be an important factor to service its new customers. j:\clerical\a�ma\2013-105 env master planUepmts\04-repoi7.docx j�pgg 3 �o ono L- t_ a 5-ti'S 2.2 POPULATION The collection of wastewater in a community is closely related to its residential population. Existing residential units were counted to determine the existing residential population. Lot counts were used in existing developments and areas cull%e11 ly in the platting process. The acreage of non -developed residential land was calculated from the City's Future Land Use Map, GIS parcel map, and from discussions with the City to determine the type of future residential development lot sizes expected. The densities used for calculating the existing and build -out residential population are shown in Table No. 2. TABLE NO.112 RESIDENTIAL UNIT AND POPULATION DENSITIES Land Use - Non —Residential Residential Developed Area AQ Un- Developed Area AC) Developed Area (AC): Existing Units )Existing Population BuiWout Population Single Family Estate Lots 116 348 165650 Single Family 3,216 9,971 225)574 Medium Density 559 1,259 15,380 High Density 258 516 15,824 Mixed Use Tract 38 76 1 470 Commercial 182.4 3328900 Employment Central District 1 %4 13007.0 Public/Semi-Public 191.7 471.5 Parks 4,131.0 Flood Plain 6,231.6 TOTALS 4,665.5 109999.1 125170 2739898 j:\clerical\antra\2013.105 my ntnster planUeports\04-report,docx Page S Table No. 3 provides a summary of the historical population from year 2000 to 2010 and the projected population projections provided by the City, from year 2013 to build -out. Figure 2 illustrates a population projection graph from the year 2013 to build -out, TABLE NO. 4 RESIDENTIAL POPULATION Year ; 2000 2005 2010 2012 2013 2015 2020 2030 2040 2050` 2060 Buil&out Status � Po Estimated Proi ceted S,OQO:> 8,250 8,555 %360 11,021 15A58 rojected 24,511 t�cted 575000 ected 125,000 ro ected 1982000 rojected 2505000 NS j:\clericat4vma12013-105 ww master plan�eports\04-report.docx P4g8 a a O 00 O N � N O�+c NO �O b O N O O N v1 O N 0 0 N ,d N 0 0 N M O N zM O N H cl � N o N 04 K! O O O N N tn x-i O N _O O O O O O O O O O O O O O O O O O N O O O O O O O O O O O O O O O O O O O O O O O Cl O O O O O O O O O O O O O O O O O O O O O O 00 �o N O 00 �c 4�t N O 00 �o Nt N m N N N N N r-1 r==f r-1 N OI.LvZlldOd 2a� 3. SERVICE AREAS The natural ground in the area to Ue sewed by the Anna Wastewater Collection System varies in elevation from approximately 550 feet to 750 feet above mean sea level. There is a major natural divide running generally north south through the Anna city center (generally following the DART right-of-way). Generally speaking, the fall of the land on the east side of the njajor divide is to the southeast and includes five basins. These basins are (from west to east): 1. Clemons Creek, 2. West Sister Grover Creek, 3. Sister Grove Creek, 4. Harringtort Branch, and 5. Pilot Grove Creek. The natural creeks, whose basins will collect wastewater through the installed system of trunk lines, flow south toward a geographic area not serviced by the North Texas Municipal Water District (NTMWD), with the exception of the Clemons Creek trunk sewer which is served by the NTMWD, and will require a system, of lift stations and force plains to route the flow west into the Clemons Creek trunk sewer to be served:' . The fall of the land on the west side of the major divide is to the south and includes four basins. These basins are (from east to west) Slayter Creek, Throckmorton Creek, Hurricane Creek, and Elm Fork. The Slayter Creek and Throckmorton' Creek trunk sewers meet to the north of the Anna metering station, located on the Throckmorton Creek/Trinity River Sewer hnterceptor. The Hurricane Creels and Elm Fork trunk sewer meet at the intersection of Hurricane Creek and the Trinity River and continues south toward, an NTMWD point of entry and joining the Throclanorton Creek/Trinity River Sewer Interceptor south of the City of Anna's Extraterritorial Jurisdiction. The existing wastewater treatment plant is located southwest of the City center. Currently the plant services the city center through a gravity flow collection network. It also services additional developed areas generally.west of the city center through a network of lift stations, force mains and gravity lines. As the City grows and new trunk sewer lines are constructed, it will become desirable to remove the existing lift stations from the collection system. The wastewater treatment plant is also envisioned to be abandoned at build -out conditions, allowing wastewater to be conveyed by NTMWD to the regional Wilson Creek Wastewater Treatment Plant south of McKinney, Texas. The ultimate plan assumes that all wastewater is treated by NTMWD owned and operated facilities as currently envisioned. j:\cleiicaPam�a\2013-105 �»v master plan�reports\04-report.docx p�g� g 3J EAST SIDE COLLECTION BASINS 3 AA Clemons Creek: The Clemons Creek basin is located southeast of the city center. The ultimate land use is generally an employment center district with supporting commercial and minimal residential. The basin includes approximately 580 acres and no floodplain. When fully developed, a peals flow of 1.4 MGD is expected. 3.1.2 West Sister Grove Creek: Stretching froze the city center, easterly towards Sister Grove Creek, the West Sister Grove Creek basin consumes; approximately 4,750 acres of land including 200 acres of floodplain and a lake. The land uses are 64% Single family residential, 1.3% medium density residential; 2.5% ,high density residential, 15.4% commercial, 11.2% employment center, 0 2 / public/semi-public, and 5.4% floodplain. At build -out conditions a peak flow of 11.1 MGD is anticipated to flow by gravity to the Sister Grove Creek lift station. 3.1.3 Sister Grove Creek: Encompassing a major portion of the east side of the planning area, the Sister Grove Creek basin stretches from the northern planning boundary border, east of F.M. 2862, down to the southern plamling boundary border. The basin includes approximately 12,420 acres, 870 of which are floodplain. Single family estate and single family residential are the predominant land use, with supporting medium density residential, commercial, employment center, and public/semi-public land use. The net peak flow is 20.2 MGD. .However, flow from Harrington Branch and Pilot Grove Creek are lifted into the basin. The gross peak flow is expected to be 33.2 MGD, which is lifted by a new lift station and force main to the Clemons Creels basin. 3.1.4 Harrin ton Branch: The Harrington Branch basin is located in the southeast portion of the planning area. The basin includes approximately $30 acres, none of which is floodplain. The land use in the area consists of single family residential with supporting commercial. 11 The flow from Harrington Branch includes flow from Pilot Grove Creek which is lifted by a new lift station and force main to the Sister Grove Creek Lift Station, and totals 12.7 MGD. 3.1.5 Pilot Grove Creels: The Pilot Grove Creek basin is the most easterly portion of the plamling area. The ultimate land use is predominantly single family estate and single family residential, with supporting medium density residential, high density residential, and commercial. The basin includes approximately 6,290 acres, with 300 acres identified as floodplain. The peak flow of 10.3 MGD is served by a combination of gravity pipes and four new lift stations and force mains, j:\clerical\anna�2013-�OSmvmasterpte�dreporis\OA-report.docx pgge9 �1 �� lJ 3.2 WEST SIDE COLLECTION BASINS 3.2.1 Slayter Creek: Consuming the downtown area, the Slayter Creek basin stretches from the northern boundary to the southern boundary and contains the majority of the development within Anna as it exists at the time of this study. This basin contains all land uses but is primarily comprised of single family .residential. The basin includes approximately 3,900 acres including 240 acres of floodplain. The basin is served by the existing Slayter Creek Trunk Sewer conveying flow to Anna's wastewater treatment plant to the south of the Soil Conservation Service Site 46 Reservoir. Flow south of the wastewater treatment plant flows southerly towards an existing pipe. There are two existing lift stations and force mains in this basin that ai•e ultimately_ envisioned to be abandoned. For build -out conditions all of the 13.1 MGD flow, including` flow from the Throckmorton Creek basin, will be conveyed by gravity and the wastewater. treatment plant will be abandoned. 3.2.2 Throckmorton Creek: The Throckmorton Creek Basin is located west of the city center and includes 2,440 acres, 180 of which are floodplain. The ultimate land use varies, but is predominantly single family residential and commercial. The basin is served by a gravity pipe flowing into a lift station lifted easterly into the Slayter Creek basin. At build -out conditions the lift station and force main are envisioned to be abandoned, allowing the basin to be served by gravity. The future Throckmorton trunk sewer will be intersected by the Slayter Creek trunk sewer. An expected peak flow of 5.4 MGD is anticipated under build - out conditions. 3.2.3 Hurricane Creels: The Hurricane Creels basin is located west of U.S. Highway 75 and east of a natural divide,_ extending north to the planning boundary border. The Hurricane Creek basin is predominantly single family residential and commercial with supporting single family estate, medium density residential and high density residential. The basin also serves the future Mantua development, with an altogether expected peals flow of 14.9 MGD. 3.2.4 Elm Forls: The Elm Fork basin is located in the most westerly portion of the planning area. The approximately 7,100 acres of land includes 1,200 acres of floodplain. The Elm Fork basin is primarily residential with 72.8% of the area used for either single family estate lots or single family residential lots. At build -out, a gross peak flow of 19.3 MGD, including flow from the Hurricane Creels basin, is expected to be collected into the Elm Fork trunk sewer system. j:lclericn�anna12013-f OS ww master p�nnuepods\°4•report.docx Page 10 4. DESIGN FLOWS In preparing the master plan map that accompanies this report, topographic maps prepared by the U.S. Geological Survey have been used to determine the size of drainage areas and general slopes of proposed lines. The estimated average flows in each service area were calculated based on expected land use and population densities. The size of proposed sanitary sewers were then determined based on the estimated maximum flows and the slope available along the general location of the proposed sewers. The actual required size- of the sewer could vary from that sbown on the plan when the actual location and slope are established by field surveys. 11 4.1 General: At this time, a significant portion of the wastewater generated in the City of Anna flows by gravity and a combination of liftstations and force mains to the Anna Wastewater Treatment Plant, located south and west of the City center. The wastewater plant now has an average daily flow capacity of 0.50 MGD. ,An evaluation for the Greater Texoma Utility Authority (GTUA) was conducted by Freese arid. Nichols, Inc. that describes an option to abandon the plant in the future. 4.2 Population Based Flow: For the purpose of this wastewater, master plan study an average per capita flow of 100 gallons per day (gped) has been utilized as a reasonable basis for the design of the wastewater collection and treatment facilities. 4.3 Non -Population Based Flow: Table No. 5 presents the average daily flow demands utilized to calculate Commercial / Retail / Industrial average flows. The combination of per capita and non -population based flow is the basis for aggregate dry weather flow in the basins. 4.4 hnfltration and Inflow: Groundwater can infiltrate into the sanitary sewer system through faulty sewer pipe joints, break in sewer- pipes and manholes, and faulty service lines. This infiltration creates an average day flow related burden on the wastewater collection system and the wastewater treatment plant. Infiltration is a constant that is not necessarily based on temporary storm based environmental conditions. Normal plant capacity must be designed to handle these infiltration related conditions: The City can embark on programs to rehabilitate lines that contribute significant infiltration volumes when economically and enviromuentally feasible, and/or desirable. Inflow is generally related to storm based events that increase groundwater and surface water flow into the sanitary sewer system. The additional flow is generally recognized to j:\cle<ic��l\anna\2013-IOSwwmasterplanlrepo�is\04•repon.docx Page 11 enter through manholes, service lines, roof drains and storm drains. Inflow related surges can cause surcharged sewers, overflows at manholes and peals flows that surpass the capacity of the treatment plant. It is estimated, for wastewater collection system master planning purposes, that the combined infiltration and inflow is 800 gallons per acre per day (g.p.a.d.) for the existing and 600 g.p.a.d. for the build -out wastewater collection system. Table No. 4 summarizes the City's residential per capita demand rates and non-residential demand in gallons per acre per day (g.p.a.d.) utilized in. calculating Arma's build -out water demand. TABLE NO, 5 BUILD -OUT DESIGN WASTEWATER DEMAND RATES CUMMERCiAL 1,500 EMPLOYMENT CENTER DISTRICT 1,500 PUBLIC/SEMI-PUBLIC 1,000 PARKS 50 FLOOD PLAIN 0 INFLOW & INFILTRATION EXIST.) 800 INFLOW & INFILTRATION (PROP.) 600 g.p.c.d. —gallons per capita per clay g.p.a.d. —gallons per acre per day 5. HYDRAULIC MODEL DEVELOPMENT The hydraulic analysis for this wastewater master plan was performed utilizing InfoSewer computer software to aid in developing an overall system of gravity pipes and a combination of lift stations and force mains required to efficiently serve the area within the planning boundary. Upon delineating the area within the planning boundary into its major basins, represented above as the service areas, and subbasins within each respective major basin, and inputting existing j:\cieiicaMnna\2013-105 anv master plafireporlslOA-repoii.docs Page 12 sanitary sewer gravity pipes, lift stations and force mains into InfoSewer, proposed gravity pipes, lift stations and force mains were drawn in to roughly follow the major creeks and their tributaries. Once these proposed pipes, lift stations and force mains were placed into the model, each manhole was given an elevation based on a contour map of the area. Then, to make the network act as a gravity system, pipe inverts were inserted at an initial depth of 10 feet below each respective manhole and adjusted from this point to eliminate any pipes with inverse or no slope. Extended Period Simulation (EPS) hydraulic models were created for the build -out condition and for the year 2013 (existing) wastewater collection system. 'EPS models require a pattern to be developed for the purpose of peak flow determination. A unit hydrograph (diurnal curve) representing the flow variation specific to the City of Anna was not practical for this project due to the lack of available flow monitoring information. However, a diurnal curve was developed for a city of similar size and makeup was selected and,: applied 'to the hydraulic model. Once the model was loaded with information from the land use plan provided by the City and the diurnal curve was input, the model was run to size the proposed pipes and lift stations. Each pipe was analyzed using an equation within InfoSewer to calculate its reserve capacity. All pipes were sized based on the smallest size pipe that would not `cause a surcharge within the system, unless the pipe upstream was larger than this size, in which case the size of the pipe would be controlled by the size of the upstream pipe. The pipe sizes represented in the model and master plan map may not be accurate due to the area within the planning boundary not being surveyed. Pipe sizes and slopes are subject to change based upon a survey of the area prior to design of the pipe. Figure 3 represents the 48-hour diurnal curve input into the build -out and existing EPS hydraulic wastewater model. A 48-hour EPS was performed, routing and attenuating the flows according to time delays, reporting peak flows at each time step. j:lclerica�anna�2013-105wwmasterplan�eports104•report.docx Page 13 ,>.5u I �a t" viv 00:zi Wd OO:OT Wd 00:8 Wd 00:9 Ydd oo:b Wd 00:Z Wd OO:zI YIV MOT KVV 00:9 YiV 00:9 O? RV OO:b U Yid OO:z Z a a WV OO:zT > MW O Q W = rid OO:OTEMM4 a. ° v WO Ntd 00:8 = Wd 00:9 �i z A D Wd 00:17 Wd ooaz Wd Oo:ZT YQV MOT INV 00:8 wV 00:9 wV Oo:ib ➢VOO:Z NIV OO:zi 000 �O U0' N O cot00 N O sandpinW 6. LIFT STATIONS AND FORCL MAINS 6.1 General: The City of Anna currently maintains six lift stations and force mains. These facilities are necessary to transfer collected wastewater into the existing gravity flow lines connecting into the Azina Wastewater Treatment Plant. necessary due to the following the conditions: a. The location of the wastewater treatment b. The desire for the city to collect and treat all ;wastE additional septic systems in the developing areas of the c. The existence of natural topographichigh points and di 6.2 Current Lift Stations Generally the lift stations are of the city center, rather than establishing and a. The Northpointe Crossing 'Lift Station collects wastewater for the Northpointc Crossing subdivision. Flow' is carried by a 10-inch force main to the west into a 15- inch gravity line. From this point the flow is carried by gravity to the treatment plant. b. Throckmorton Creek West Lift Station collects wastewater from a gravity pipe that collects from The Falls and Creeksideneighborhood west of the city. The resultant flow is lifted to the east through an 8-inch force main to the Throckmorton Creek East Lift Station, c. The Throcicrrrorton Creek East Lift Station collects wastewater from the Throckmorton Creels West Lift Station and forces wastewater downhill through an fl- inch force main into a 24-inch gravity pipe near the southern plazming boundary. d. The Brookshire's Lift Station collects wastewater from the retail store to the north and the elementary school to the west. The flow is carried by a 34nch force main to the west into an existing gravity line paralleling Ferguson Road, 6.3 Future Lift Stations a. Pilot Grove Creels Lift Station No. 1 will be constructed to force flow east to a high point wn Anna's plamling boundary where it will flow into a gravity pipe. b. Pilot Grove Creels Lift Station No. 2 will be constructed to force flow southeast to a high point within Anna's planning boundary where it will flow into a gravity pipe. j:1cle�icniWuin�2013-1O5wwmnster plan\repotlsl04-report.docx Page 15 c. Pilot Grove Creels Lift Station No. 3 will be constructed to force now south to a high point within Anna's planning boundary where it will flow into a gravity pipe. d. Pilot Grove Lift Station No. 4 will be constructed to force flow east to a high point at the intersection of the Pilot Grove Creek and Harrington Branch baslrlS where it will flow into a gravity pipe. e. Harrington Branch Lift Station will be constructed to force flow northeast to a high point at the intersection of the Harrington Branch and Sister Grove Creels basins where it will flow into a gravity pipe. f. Sister Grove Creek Lift Station will be constructed to force flow from the West Sister Grove Creels, Sister Grove Creelc, Pilot Grove Creek, ' and Harrington Branch trunk sewers east to the Clemons Creels NTWMD point of entry. 6.4 Lift Stations to be Abandoned a. Northpointe Crossing Lift Station will not be required once the infrastructure associated with Sister- Grove Creels is in place. b. Throckmorto.n Creek West Lift Station will not be required once the gravity pipe to the south in, the Throckinorton Creek basin is constructed. c. Throckmorton Creels East Lift Station can be taken out of service by converting the existing force main to a gravity line. The existing force main traverses down grade along a tributary. Therefore, minimal improvements may be necessary to transition the force main to gravity. d. Brookslrire's Lift Station will not be required once the gravity pipe to the south for the proposed residential lots is constructed. 7. WASTEWATER TREATMENT 7.1. Existing Treatment Capacity The ability to heat increasing flows of wastewater is critical to serve the impending growth in the City of Anna. The existing wastewater treatment plant has been designed and sized to treat 0.50 mgd. The plant is currently running at or near full capacity, and will continue to treat a portion of the flow indefinitely. The Greater Texoma Utility j:klerica141nna\2013-105 ww master plmAreports\04•repori.docx Page 16 Authority (GTUA) has asked Freese and Nichols, Inc. to conduct a study to determine the best option for wastewater treatment at the regional level. This report recommended one of three options; a single regional wastewater treatment plant (WWTP), two regional WWTPs, or multiple WWTPs owned and operated by individual cities. 7.2. North Texas Municipal Water District The City of Anna has an agreement with the City of Melissa with two co -owned sanitary sewer interceptors, along Throckmorton Creek and Clemons Creek, which flow by gravity into a North Texas Municipal Water District regional sanitary sewer gravity line. The City of Anna is allowed 5.6 mgd into the upper portion of the Throckmorton Creek Interceptor, 9.6 mgd into the lower portion of the Throckmorton Creek Interceptor, and 3.0 mgd into the Clemons Creek Interceptor. Each of these lines will need to be paralleled in the future to accommodate the. City of Anna's ultimate needs. 7.3. Recommendation It is recommended that as Aruia continues to grow, it abandons its WWTP in favor of a more regional approach. to wastewater treatment. j:\cie�ical\aruta\2013-105 vnv master planUeports\O4-report.docx Page 17 Buuadout glarayhe Data HYDRAULIC MODEL INPUT AND OUTPUT DATA A computer assisted hydraulic analysis was performed uzing 1nfoSewer computer software to aid in developing an overall system of gravity pipes, lift stations and force mains to efficiently serve the ultimate planning boundary of the city as currently envisioned.': The resulting plan is shown on the wastewater collection system map at the end of this report. Tlemaster plan map shows the size and location of all existing and future trunk sewer as well as lift station facilities. Also shown are reference numbers on all pipes and pipe intersections or' manholes. These numbers refer to additional information contained in the tabular hydraulic model printout summaries.: The hydraulic information shown on the tabular hydraulic modelprintout summaries are described as follows: 1) Pipe Number - Number shown on system map for each section of pipe between junctions. 2) Start Node/End Node - Starting. and ending, nodes for each pipe segment. 3) Node Number - Number shown on system map for each inaifliole. 4) Length - Distance between nodes in feet. 5) Diameter - Pipe diameter in inches. 5) Roughness - Coefficient of friction designated to the section of pipe. 7) Load -Design flow at nodes in million gallons per day (MGD). 8) Rim Elevation - Manhole rim: elevation at node based on U.S.G.S. datum. 9) From Invert/To Invert - Pipe flow line elevation at node based on U.S.G.S. datum. 10) d/D -Depth to diameter ratio. 11) q/Q -Design flow to full flow ratio. j:\clerical\anna�20I3-t0i wwmaster plankepods\04-report.docx Page 18 Pipe ID From MH ID To MH ID Maximum Flow (mgd) Maximum d/D Maximum q/Q Slope Diameter (in) 1000 1000 1004 0.355 0.382 0.31 0.007 10 1002 1004 1006 0.348 0.24 0.126 0.004 15 1004 1006 1008 0.342 0.237 0.123 0.004 15 1006 1008 1010 0.335 0.235 0.121 0.004 15 1008 1010 1012 0.329 0.233 0.119 0.004 15 1010 1012 1014 0.322 0.231 0.117 0.004 15 1012 1014 1016 0.315 0.228 0.114 0.004 15 1110 1016 1112 0.309 0.226 0.112 0.004 15 1112 1112 1114 0.302 0.223 0.11 0.004 15 1114 1114 1116 0.656 0.332 0.238 0.004 15 1116 1116 1118 0.627 0.326 0.23 0.002 18 1118 1118 1120 0.599 0.318 0.22 0.002 18 1120 1120 1122 0.57 0.31 0.209 0.002 18 1122 1122 1124 0.546 0.304 0.2 0.002 18 1124 1124 1126 0.878 0.239 0.126 0.005 21 1126 1126 1128 1.027 0.257 0.144 0.005 21 1128 1128 1130 1.003 0.254 0.141 0.005 21 1130 1130 1132 1.152 0.272 0.162 0.005 21 1132 1132 1134 1.116 0.267 0.157 0.005 21 1134 1134 1136 1.258 0.287 0.179 0.005 21 1136 1136 1138 1.217 0.287 0.179 0.004 21 1138 1138 1140 1.217 0.316 0.216 0.003 21 1140 1140 1142 1.357 0.261 0.15 0.008 21 1142 1142 1144 1.498 0.392 0.325 0.002 21 1144 1144 1146 1948 0.256 0.144 0.01 21 1146 1146 1148 1.473 0.323 0.226 0.004 21 1148 1148 1150 1.623 0.342 0.251 0.004 21 1150 1150 1152 1.605 0.322 0.224 0.005 21 1152 1152 1154 2.093 0.37 0.292 0.005 21 1154 1154 1156 2.071 0.368 0.289 0.005 21 1156 1156 1158 2.538 0.411 0.354 0.005 21 1158 1158 1160 2.51 0.408 0.349 0.005 21 1160 1160 1162 3.007 0.374 0.298 0.01 21 1162 1162 1164 3.138 0.473 0.454 0.002 24 1164 1164 1166 3.092 0.47 0.45 0.002 24 1166 1166 1168 3.018 0.466 0.443 0.002 24 1168 1168 1170 3.352 0.493 0.488 0.002 24 1170 1170 1172 3.497 0.335 0.242 0.01 24 1172 1172 1174 3.483 0.355 0.269 0.008 24 1174 1174 1176 3.614 0.361 0.278 0.008 24 1176 1176 1178 3.597 0.36 0.278 0.008 24 1178 1178 1180 3.557 0.645 0.748 0.001 24 11801 1180 1182 3.522 0.636 0.734 0.001 24 11821 11821 11841 3.499 0*6371 0.7341 0.0011 24 Pipe ID From MH ID To MH ID MaximumMaximum Flow (mgd) d/D Maximum q/Q Slope Diameter (in) 1184 1184 1186 3.354 0.613 0.693 0.001 24 1186 1186 1188 3.321 0.611 0.691 0.001 24 1188 1188 1190 3.268 0.604 0.678 0.001 24 1190 1190 1192 3.321 0.61 0.689 0.001 24 1192 1192 1194 3.225 0.596 0.664 0.001 24 1194 1194 1196 3.67 0.65 0.757 0.001 24 1196 1196 1198 3.735 0.66 0.773 0.001 24 1198 1198 1200 3.627 0.649 0.755 0.001 24 1200 1200 1202 3.632 0.647 0.752 0.001 24 1202 1202 1204 3.581 0.637 0.735 0.001 24 1204 1204 1206 0.774 0.191 0.08 0.004 24 1206 1208 1210 0.742 0.358 0.274 0.014 12 1208 1210 1212 2.505 0.583 0.643 0.009 15 1210 1212 1214 2.676 0.611 0.69 0.009 15 1212 1214 1216 2.623 0.602 0.676 0.009 15 1214 1216 1218 2.582 0.596 0.665 0.009 15 1216 1218 1220 2.755 0.606 0.681 0.009 15 1218 1220 1222 2.658 0.664 US 0.003 18 1220 1222 1224 2.831 0.699 0.836 0.002 18 1222 1224 1226 2.763 0.684 0.812 0.003 18 1224 1226 1228 2.707 0.632 0.726 0.003 18 1228 1232 1234 0.16 0.266 0.154 0.002 12 1236 1242 1244 3.005 0.573 0.625 0.005 18 1240 1246 1248 3.176 0.594 0.661 0.005 18 1242 1248 1250 3.149 0.59 0.655 0.005 18 1244 1250 1252 3.333 0.54 0.568 0.007 18 1246 1252 1254 3.316 0.611 0.691 0.005 18 1248 1254 1256 3.481 0.63 0.723 0.005 18 1250 1256 1258 3.613 0.647 0.751 0.005 18 1252 1258 1260 3.581 0.643 0.744 0.005 18 1254 1260 1262 3.559 0.64 0.74 0.005 18 1256 1262 1264 3.53 0.636 0.734 0.005 18 1258 1264 1266 3.502 0.632 0.725 0.005 18 1260 1266 1268 3.334 0.613 0.693 0.005 18 1262 1268 1270 3.313 0.61 0.69 0.005 18 1264 1270 1272 3.282 0.605 0.681 0.005 18 1266 1272 1274 3.405 0.622 0.709 0.005 18 1268 1274 1276 3.383 0.616 0.699 0.005 18 1270 1276 1278 3.361 0.616 0.699 0.005 18 1272 1278 1280 3.331 0.613 0.694 0.005 18 1274 1280 1282 3.309 0.609 0.687 0.005 18 1276 1282 1284 3.288 0.545 0.577 OvOO71 18 1278 1284 12861 3.288 0.544 0.575 OoOO71 18 1280 1290 12881 067410.442 0.4041 0.006 12 Pipe ID From MH ID To MH ID Maximum Flow (mgd) Maximum d/D Maximum q/Q Slope Diameter (in) 1282 1288 1292 9.805 0.449 0.415 0.001 42 1288 1298 1288 9.456 0.448 0.413 0.001 42 1290 1300 1298 2.049 0.457 0.428 0.001 24 1294 1304 1300 2.159 0.402 0.34 0.002 24 1296 1306 1304 0.435 0.389 0.32 0.003 12 1300 1310 1304 1.82 0.451 0.418 0.001 24 1302 1312 1310 0.498 0.554 0.593 0.012 8 1306 1316 1310 1.579 0.447 0.412 0.003 18 1310 1320 1316 1.645 0.534 0.558 0.002 18 1312 1322 1320 0.856 0.589 0.653 0.009 10 1314 1324 1320 0.959 0.451 0.418 0.001 18 1318 1328 1324 0.343 0.419 0.367 0.002 12 1320 1330 1328 0 0 0 0.002 10 1326 1336 1324 0.718 0.508 0.514 0.001 15 1330 1340 1336 0.395 0.396 0.33 0.023 8 1332 1342 1336 0.433 0.532 0.555 0.001 12 1336 1346 1342 0.609 0.469 0.447 0.03 8 1338 1348 1298 7.721 0.494 0.49 0.002 33 1340 1350 1348 0.319 0.334 0.241 0.028 8 1342 1352 1348 0.76 0.475 0.457 0.014 10 1344 1354 1348 6.863 0.482 0.47 0.003 30 1346 1356 1354 0.602 0.413 0.357 0.046 8 1348 1358 1354 6.808 0.498 0.497 0.003 30 1350 1360 1358 0.35 0.378 0.304 0.022 8 1352 1362 1358 6.582 0.5 0.499 0.002 30 1354 1364 1362 0.614 0.521 0.535 0.021 8 1356 1366 1362 0.514 0.457 0.429 0.023 8 1358 1368 1362 6.047 0.465 0.441 0.003 30 1360 1370 1368 0.509 0.537 0.564 0.013 8 1362 1372 1368 0.706 0.597 0.667 0.018 8 1364 1374 1368 5.276 0.486 0.476 0.002 30 1366 1376 1374 0.457 0.346 0.257 0.052 8 13681 1378 1374 5.06 0.469 0.447 0.003 27 1370 1380 1378 0.295 0.351 0.264 0.02 8 1372 1382 1378 0.545 0.613 0.695 0.01 8 1374 1384 1378 4.537 0.458 0.43 0.003 27 1376 1386 1384 0.379 0.415 0.361 0.018 8 1378 1388 1384 4.923 0.483 0.471 0.003 27 1380 1678 1388 1.206 0.282 0.174 0.027 15 1382 1392 1388 0.117 0.195 0.083 0.032 8 1384 1394 1388 3.906 0.315 0.215 0.015 24 1388 13981 1396 0.904 0.345 0.256 0.023 12 1390 1400 1398 0.963 0.44 0.401 0.011 12 1392 14021 13961 0.515 0.541 065691 0.013 8 Pipe ID From MH ID To MH ID Maximum Flow (mgd) Maximum d/D Maximum q/Q Slope Diameter (in) 1394 1404 1394 4.043 0.44 0.4 0.005 24 1396 1396 1650 2.407 0.496 0.493 0.001 24 1398 1406 1404 0.639 0.565 0.612 0.018 8 1400 1410 1408 6.234 0.472 0.453 0.003 30 1402 1412 1410 5.818 0.531 0.553 0.003 27 1404 1414 1412 5.363 0.488 0.48 0.003 27 1406 1416 1414 4.693 0.535 0.559 0.002 27 1408 1418 1416 3.371 0.404 0.343 0.009 21 1410 1420 1418 3.6 0.413 0.357 0.01 21 1412 1422 1420 3.124 0.507 0.512 0.004 21 1414 1424 1422 2.291 0.563 0.608 0.008 15 1416 1426 1424 0.97 0.648 0.752 0.008 10 1418 1428 1422 1.103 0.477 0.462 0.011 12 1420 1430 1420 0.873 0.716 0.862 0.017 8 1422 1432 1414 1.046 0.628 0.719 0.035 8 1424 1434 1412 0.939 0.529 0.549 0.015 10 1426 1436 1410 0.916 0.647 0.752 0.024 8 1428 1438 1416 2.3 0.339 0.248 0.019 18 1432 1442 1440 0.869 0.523 0.539 0.013 10 1434 1444 1440 0.819 0.694 0.827 0.016 8 1436 1446 1438 0.857 0.578 0.633 0.03 8 1438 1452 9030 4.253 0.267 0.156 0.011 30 1440 1454 1654 0.505 0.488 0.48 0.018 8 1442 1456 1654 9.813 0.48 0.466 0.001 42 1444 1458 1456 0.573 0.497 0.496 0.022 8 1446 1460 1456 10.743 0.454 0.424 0.002 42 1448 1462 1460 1.132 0.583 0.642 0.015 10 1450 1464 1460 0.651 0.612 0.692 0.014 8 1452 1466 1460 0.999 0.462 0.436 0.01 12 1454 1468 1460 8.635 0.45 0.416 0.001 42 1456 1470 1468 7.485 0.512 0.521 0.001 36 1458 1496 1470 6.737 0.492 0.486 0.003 30 1460 1474 1472 1941 0.449 0.415 0.001 27 1462 1476 1660 2.897 0.424 0.375 0.001 27 1464 1478 1476 3.158 0.437 0.396 0.002 27 1466 1480 1478 1.045 0.371 0.293 0.007 15 1468 1482 1480 0.758 0.4 0.338 0.009 12 1470 1484 1468 0.331 0.364 0.283 0.022 8 1472 1486 1468 1.383 0.439 0.398 0.007 15 1474 1488 1486 0.812 0.482 0.47 0.015 10 1476 1490 1486 1.012 0.735 0.89 0.021 8 1478 1492 1470 1.66 0.497 0.496 0.006 15 1480 1472 1496 5.056 0.47 0.45 0.003 27 1482 1498 1496 1.597 0.451 0.418 0.008 15 Pipe ID From MH ID To MH ID Maximum Flow (mgd) Maximum d/D Maximum q/Q Slope Diameter (in) 1484 1500 1498 1.291 0.414 0.359 0.007 15 1486 1502 1500 1.188 0.57 0.62 0.007 12 1488 1504 1472 0.49 0.534 0.557 0.013 8 1490 1506 1474 0.386 0.438 0.397 0.015 8 1492 1508 1472 1.462 0.492 0.486 0.005 15 1494 1510 1508 0.507 0.579 0.636 0.01 8 1496 1512 1652 0.515 0.661 0.775 0.007 8 1500 1516 1476 0.22 0.314 0.214 0.017 8 1504 1520 1478 1.793 0.45 0.417 0.004 18 1506 1522 1520 0.431 0.476 0.46 0.014 8 1508 1524 1520 1.183 0.529 0.55 0.009 12 1510 1526 1524 0.735 0.516 0.527 0.004 12 1512 1234 1528 0.159 0.265 0.154 0.002 12 1516 1528 1286 0.159 0.108 0.024 0.002 24 1518 1286 1530 4.38 0.651 0.759 0.003 21 1520 1530 1532 4.363 0.667 0.784 0.003 21 1522 1532 1534 5.919 1 1.022 0.003 21 1524 1534 1596 5.822 0.812 0.992 0.003 21 1526 1536 1538 6.061 1 1.023 0.002 24 1528 1538 1540 5.824 0.782 0.955 0.002 24 1530 1540 1542 5.779 0.781 0.954 0.002 24 1532 1542 1544 5.722 0.772 0.942 0.002 24 1534 1544 1546 5.638 0.528 0.549 0.003 27 1536 1546 1548 5.574 0.527 0.547 0.003 27 1538 1548 1550 5.485 0.519 0.533 0.003 27 1540 1550 1552 5.389 0.513 0.522 0.003 27 1542 1552 1554 5.375 0.499 0.498 0.002 30 1544 1554 1556 5.332 0.504 0.507 0.002 30 1546 1556 1558 5.246 0.496 0.493 0.002 30 1548 1558 1560 5.165 0.492 0.486 0.002 30 1550 1560 1562 5.119 0.489 0.482 0.002 30 1552 1562 1564 5.062 0.487 0.478 0.002 30 1554 1564 1566 5.028 0.446 0.41 0.004 27 1556 1566 1568 4.99 0.413 0.357 0.003 30 1558 1568 1570 4.976 0.416 0.361 0.003 30 1560 1570 1572 4.964 0.414 0.358 0.003 30 1562 1572 1574 4.924 0.414 0.359 0.001 36 1564 1574 1576 4.866 0.409 0.35 0.001 36 1566 1576 1578 4.835 0.408 0.349 0.001 36 1568 1578 1580 4.804 0.344 0.254 0.002 36 1570 1580 1582 4.78 0.342 0.252 0.002 36 1572 1582 1584 4.768 0.328 0.233 0.002 36 1574 15841 1586 4.748 0.3271 0.231 0.0021 36 15761 15861 15881 407331 0327102321 0.002 36 Pipe ID From MH ID To MH ID Maximum Flow (mgd) Maximum d/D Maximurn q/Q Slope Diameter (in) 1578 1588 1590 432 04326 0.23 0.002 36 1580 1590 1592 4311 0.326 0,23 0.002 36 1582 1592 1594 42711 0.329 0,234 0.002 36 1584 1596 1536 6.318 1 10085 0.003 21 1586 1244 1246 26978 0.569 04618 0.005 18 1588 1598 1210 19805 09446 0.411 04011 15 1590 1600 1598 0.625 0.521 0.535 0.022 8 1592 1602 1604 0.447 00446 00411 0.006 10 1594 1604 1606 0,616 0.442 04403 00001 15 1596 1606 1608 0.895 0.264 0.152 0902 15 1598 1608 1598 1029 00475 06457 0.005 15 1600 1610 1608 0.575 06609 0.687 09011 8 1602 1612 1532 3.509 09274 0.164 0.043 21 1604 1614 1616 0.507 06627 0318 06008 8 1606 1616 1992 3.447 00581 0.639 0.003 21 1608 1618 1596 06579 0.497 04495 0.022 8 1610 1620 1618 0.298 0.352 0,265 0.021 8 1612 1622 1992 00101 04245 0.131 0.01 8 1614 1624 1626 1.127 0381 0309 0.008 15 1618 1204 1242 3002 0347 00907 0,002 18 1620 1630 1596 0.076 0.249 0.135 0.005 8 1622 1292 1632 9.61 0.431 0.386 0,001 42 1624 1632 1634 9.521 09411 00354 0.002 42 1626 1634 1636 9.468 00469 0.448 0.001 42 1628 1636 1638 9,474 0.464 0.44 0.001 42 1630 1638 1640 9.512 0,464 0044 0.001 42 1632 1640 1642 9.57 04469 00448 00001 42 1634 1642 1644 99604 0.464 0.44 0,0011 42 1636 1644 1646 9.645 00475 0.458 0.001 42 1638 1646 1648 9.651 0.414 0.358 0.002 42 1640 1648 1594 94661 00405 00344 04002 42 1642 1650 1404 1675 0,497 0.495 0,003 24 1644 1652 1508 1.464 0.62 0.705 0.002 15 1646 1654 9030 10.239 0,369 0.29 0.003 42 1648 1408 9030 5372 0.444 0,407 04001 33 1650 1440 1438 L497 0.429 0.383 0.003 18 1654 1660 1474 2.878 0.452 0942 04001 27 1656 1662 1664 00819 0.484 06473 0.006 12 1658 1664 1650 1.554 0.45 0.416 00008 15 1660 1666 1664 0.942 0.472 00452 00008 12 1662 1668 1670 0.45 0.515 0.525 0.012 8 1664 1670 1396 1.493 0.454 0.423 0.001 21 1666 16721 1670 1.494 0.554 09593 0.012 12 1668116741 13901 Oo9691 00448104413 0001 12 Pipe ID From MH ID To MH ID Flow Maximum mum (mgd1670 Maximum d/D Maximum q/Q Slope Diameter (in) 1390 1678 0.89 0.451 0.418 0.003 15 1672 1676 1678 0.331 0.387 0.317 0.018 8 1674 1680 1682 0.521 0.624 0.713 0.001 12 1676 1682 1684 0.491 0.289 0.182 0.014 12 1678 1684 1652 0.993 0.435 0.392 0.012 12 1680 1696 1698 0.544 0.387 0.317 0.006 12 1682 1698 1700 0.919 0.394 0.328 0.002 18 1684 1700 1702 1.744 0.518 0.53 0.001 21 1686 1702 9020 3.338 0.511 0.519 0.001 27 1690 1704 9022 2 0.282 0.174 0.013 21 1696 1706 9026 6.333 0.526 0.544 0.002 30 1700 1708 1724 10.5 0.457 0.428 0.009 30 1704 1712 1700 0.547 0.452 0.42 0.028 8 1706 1714 1702 1401 0.492 0.486 0.014 15 1708 1716 9022 1.353 0.556 0.596 0.01 12 1710 1718 9024 2.114 0.706 0.847 0.012 12 1714 1720 9026 0.632 0.425 0.376 0.005 12 1716 1724 9028 5.159 0.383 0.312 0.004 30 1720 1728 9024 3 0.268 0.157 0.017 24 1724 1730 1452 13 0.41 0.353 0.019 30 1726 1732 1626 1.566 0.693 0.827 0.002 15 1730 1734 1266 0.754 0.398 0.334 0.01 12 1732 1228 1616 3.231 0.497 0.495 0.004 21 1734 1736 1482 0.592 0.328 0.232 0.012 12 1736 1266 1286 0.813 0.336 0.243 0.006 15 1738 1286 1532 0 0 0 0.018 18 1740 1980 1982 1.58 0.282 0.173 0.002 27 1742 1596 1980 1.738 0.29 0.184 0.002 27 1744 1626 1742 1.918 0.509 0.515 0.008 15 1748 1744 1746 1.88 0.387 0.317 0.008 18 1750 1746 1936 1.159 0.292 0.186 0.008 18 1752 1748 1750 1.648 0.364 0.283 0.007 18 1754 1750 1752 1.662 0.297 0.192 0.007 21 1756 1752 1754 1.627 0.276 0.166 0.009 21 1758 1754 1756 1.376 0.254 0.142 0.009 21 1760 1756 1758 1.291 0.234 0.12 0.011 21 1762 1758 1760 1.33 0.269 0.158 0.007 21 1764 1760 1762 1.444 0.268 0.158 0.008 21 1766 1762 1764 1.296 0.238 0.124 0.005 24 1768 1764 1766 1.681 0.266 0.155 0.002 30 1770 1766 1768 1.676 0.262 0.151 0.006 24 1772 1768 1770 1.569 0.254 0,141 0,006 24 1774 1770 1772 1.336 0*2341 04121 0.006 24 1776 1772 1774 1.606 0.257 0.144 0.006 24 Pipe ID From MH ID To MH ID Maximum Flow (mgd) Maximum d/D Maximum q/Q Slope Diameter (in) 1778 1774 1776 1.642 0.257 0.145 0.006 24 1780 1776 1778 1.602 0.254 0.141 0.006 24 1782 1778 1780 1.572 0.251 0.138 0.006 24 1784 1780 1782 1.542 0.249 0.136 0.006 24 1786 1782 1784 1.539 0.249 0.136 0.006 24 1788 1784 1786 1.539 0.249 0.135 0.006 24 1790 1786 1788 1.564 0.251 0.138 0.006 24 1792 1788 1790 1.433 0.24 0.126 0.006 24 1794 1790 1792 1.142 0.214 0.101 0.006 24 1796 1792 1794 0.885 0.179 0.07 0.004 27 1798 1794 1796 1.028 0.192 0.081 0.004 27 1800 1796 1798 1.492 0.231 0.117 0.004 27 1802 1798 1800 1.504 0.232 0.119 0.004 27 1804 1800 1802 1.445 0.23 0.116 0.004 27 1806 1802 1804 1.355 0.215 0.102 0.004 27 1808 1804 1806 1.254 0.207 0.094 0.004 27 1810 1806 1808 1.209 0.204 0.091 0.002 30 1812 1808 1810 1.486 0.226 0.112 0.002 30 1814 1810 1812 1.373 0.217 0.104 0.002 30 1816 1812 1814 0.945 0.181 0.071 0.002 30 1818 1814 1816 0.77 0.198 0.086 0.002 27 1820 1816 1818 1.377 0.265 0.153 0.002 27 1822 1818 1820 1.325 0.26 0.148 0.002 27 1824 1820 1822 1.265 0.253 0.14 0.002 27 1826 1822 1824 1.319 0.259 0.147 0.002 27 1828 1824 1826 1.162 0.243 0.129 0.002 27 1830 1826 1828 1.028 0.231 0.117 0.002 27 1832 1828 1830 1.334 0.262 0.15 0.002 27 1834 1830 1832 1.35 0.304 0.2 0.001 27 1836 1832 1834 1.459 0.329 0.234 0.001 27 1838 1834 1836 1.18 0.292 0.186 0.001 27 1840 1836 1838 0.981 0.266 0.155 0.001 27 1842 1838 1840 0.92 0.257 0.145 0.001 27 1844 1840 1842 0.958 0.263 0.151 0.001 27 1846 1842 1844 1.04 0.273 0.164 0.001 27 1848 1844 1846 0.968 0.264 0.152 0.001 27 1850 1846 1848 1.179 0.292 0.186 0.001 27 1852 1848 1850 0.986 0.266 0.155 0.001 27 1854 1850 1852 0.986 0.254 0.142 0.001 27 1856 1852 1854 0.756 0.235 0.121 0.001 27 1858 1854 1856 0.693 0.223 0.109 0.001 27 1860 1856 1858 0.76 0.234 0.12 0.001 27 1862 1858 1860 0.8111 0.1651 0.059 0.005 27 1$64 18601 1862 0*9591 0.183 0.073 #0041 27 Pipe ID From MH ID To MH ID Flow Maximum mum (mgd1866 Maximum d/D Maximum q/Q Slope Diameter (in) 1862 1864 1.073 0.193 06082 06004 27 1868 1864 1866 0.956 0.183 0.073 0.004 27 1870 1868 0.93 0.188 0.077 0.004 27 1872 1870 0.794 0.167 0.06 04004 27 1874 d1594 1872 14.57 0.634 0073 00002 36 1876 1874 14.545 0.614 0.696 0.002 36 1878 1874 1876 14.289 0.609 0.686 0.002 36 1880 1876 1878 13.879 0.597 0.667 0.002 36 1882 1878 1880 13.715 0.595 0.663 0.002 36 1884 1880 1882 11405 0.582 0.641 0.002 36 1886 1882 1884 11105 0.574 0.627 0.002 36 1888 1884 1886 12.728 0.561 0.605 0.002 36 1890 1886 1888 12.551 0.559 0.602 0.002 36 1892 1888 1890 12.389 0.551 0.588 0.002 36 1894 1890 1892 12.105 0.544 0.575 0.002 36 1896 1892 1894 11.971 0.54 0.568 06002 36 1898 1894 1896 11.894 0.538 0.565 0.002 36 1900 1896 1898 11315 0.563 0.608 0.001 42 1902 1898 1900 11.173 0,55 0.587 0.001 42 1904 1900 1902 10.856 0.526 0.544 0.001 42 1906 1902 1904 10.849 0.511 0.518 0.001 42 1908 1904 1906 10.873 0.541 0.57 0.001 42 1910 1906 1908 10.714 0,521 0.536 0 48 1912 1908 1910 10.466 0.512 0.52 0 48 1914 1910 1912 10.249 0.503 0.504 0 48 1916 1912 1914 10.233 00488 00479 0.001 48 1918 1914 1916 9.887 0.478 0.463 09001 48 1920 1916 1918 9.389 0.464 0444 0,001 48 1922 1918 1920 8.924 0.451 0.418 0.001 48 1924 1920 1922 8.844 0.449 0.414 0.001 48 1926 1922 1924 8.368 0.436 0.394 0,001 48 1928 1924 1926 8.112 0.429 0.383 0,001 48 1930 1926 1928 7.861 0.423 0.374 0.001 48 1932 1928 1930 7.861 0.409 0,35 0.001 48 1934 1930 1932 7.327 0.406 0.346 060011 48 1936 1870 1934 0.799 0.172 0.065 0,004 27 1938 1742 1938 1.832 0.393 09326 0.007 18 1940 1938 1744 1.86 0.39 0.322 0.007 18 1942 1936 1748 10286 0.263 0.151 0.007 21 1944 1732 1972 42.934 0.643 0.745 0.008 42 1946 1972 1974 35378 0.597 0,666 0.007 42 19481 19741 1976 38.64 0.582 0.64 0.004 48 19501 1976 1978 20,0361 0.423 0.373 0.002 54 1952 1978 1934 186336 0.371 0.293 0.002 54 Pipe ID From MH ID To MH ID Maximum Flow (mgd) Maximum d/D Maximum q/Q Slope Diameter (in) 1954 1982 1984 1.5 0.29 0.184 0.002 27 1956 1984 1986 1.474 0.273 0.164 0.002 27 1960 1986 1988 1.269 0.138 0.041 0.002 42 1962 1988 1990 1.26 0.138 0.041 0.001 48 1964 1990 1932 1.179 0.14 0.042 0 54 1968 1966 1492 0.925 0.555 0.594 0.012 10 1970 1968 1718 1.037 0.509 0.515 0.008 12 1972 1970 1714 1.156 0.529 0.55 0.008 12 1976 1986 1594 0.198 0.078 0.012 0.001 36 1978 1992 1612 3.42 0.615 0.697 0.002 21 1980 1532 15961 1.8161 0.3931 0.3261 0.003 21 2013 WASTEWATER COLLECTION SYSTEM MASTER PLAN I HOFF, I�ENDRICKS �i CARTER, L.L.P. PROFESSIONAL ENGINEERS 11910 Greenville Ave., Suite 600, Dallas, Texas 75243 (214) 361-7900 JANUARY Z014