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Res 2024-05-1633 Public Necessity Acquisition of Holland & Dickey Property for Sanitary Sewer Easement & Construction Easement
Exhibit A Exhibit A Exhibit A Exhibit A Exhibit A !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2!!2!!2!!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2!!2 !!2!!2!!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2!!2!!2!!2 !!2!!2!!2!!2!!2!!2!!2!!2!!2!!2!!2 !!2!!2!!2!!2!!2!!2!!2!!2!!2 !!2 !!2 !!2 !!2!!2 !!2!!2!!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2!!2 !!2!!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2!!2!!2 !!2 !!2!!2 !!2!!2 !!2!!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2!!2!!2!!2!!2!!2!!2 !!2 !!2 !!2!!2 !!2 !!2!!2!!2!!2 !!2!!2!!2!!2 !!2 !!2 !!2!!2!!2 !!2!!2!!2!!2!!2 !!2!!2 !!2 !!2!!2!!2 !!2 !!2 !!2 !!2 !!2!!2!!2 !!2 !!2 !!2!!2!!2 !!2!!2!!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2!!2!!2!!2 !!2 !!2 ! g g g g ! !COUNTY ROAD 511FM 2862 COUNTYROAD 480FM 455 COUNTYROAD3 7 0 COUNTYROAD371 OUTER LOOP FM 2862COUNTY ROAD 286 18''18''21''21''15''15''15'' 21''24''24''12''24''21''21''21''21''15''15''15''18''18''15''§¨¦75 ¬«121")455 ")455 ¬«5 PROPOSED PILOT GROVE LIFT STATION #3 CAPACITY: 270 GPM PROPOSED PILOT GROVE LIFT STATION #2 CAPACITY: 255 GPM PROPOSED PILOT GROVE LIFT STATION #1 CAPACITY: 215 GPM PROPOSED THROCKMORTON CREEK LIFT STATION CAPACITY: 2250 GPM EF131 EF129 EF127 SGC155 SGC123 WSGC117 WSGC119 SGC125 SGC143 SGC145 SGC127 SGC141 SGC147 SGC153 SGC151 SGC149 SGC139 SGC137 SGC129 SGC121 SGC113 SGC111 SGC115 SGC131 SGC119 SGC117 SGC107 SGC133 PGC111 PGC109 PGC107 PGC105 PGC103 PGC101 HB101 SGC105 SGC103 SGC101 SGC109WSGC101 WSGC103 WSGC105 WSGC107 SC105 WSGC109SC101 SC103 CC101 SLC105 SLC109 SLC111 SLC113 SLC117 SLC119 SLC121 SLC123 TC115 TC107 TC105 TC103 TC101 SLC103 SLC107 TC111 TC113 TC117 TC137 TC135HC133 HC125 HC127 HC119 HC123 HC121 HC115 HC117 HC111 HC109 HC113 HC105 HC107 HC103 HC101 EF105 EF101 EF103 EF107 EF109 EF113 EF111 EF115 EF117 EF121 EF119 EF123 EF125 TC109 SLC115 CC103 36 '' 36 ''21 ''8 ' ' 8 ''8 ''1 8 ' '8 ''8 '' 8 '' 8 '' 8 '' 27 ''8 ' '12 ''24 ''42 ''8 ' '27 ''42 ''10 ''8 ''12 ''8 ''15 '' 54 ' ' 10 '' 1 2 ' ' 60 ''10 ''8 ''24 ''18 ''15 ' ' 2 4 ' '8 ''18 '' 8 '' 8 ''8 ''10 ' '30 ''8 ''21 ''8 ' '18 ''8 ''8 ''8 ''48 ''15 '' 21 '' 18 '' 1 5 ' '21 ''27 ''27 ''8 '' 8 '' 21 '' 8 ''8 ''48 ''21 ''36 '' 1 2 ' '8 ''10 ''1 8 ' '8 ''15 '' 8 ''10 ''18 ''8 ' ' 3 0 ' ' 30 ''18 ' ' 3 6 ' ' 8 '' 15 ' ' 8 ''24 ''8 '' 10 '' 8 ''8 ''24 ''8 ''10 ''10 ''15 ''PROPOSED ANNA RANCH LIFT STATION EXISTING COYOTE MEADOWS LIFT STATION EXISTING CAMDEN PARC LIFT STATION EXISTING ELIZABETH STREET LIFT STATION EXISTING NORTH POINTE LIFT STATION CAPACITY: 745 GPM EXISTING LIFT STATION CAPACITY: 100 GPM EXISTING LIFT STATION CAPACITY: 34 GPM CITY OF ANNA WASTEWATER MASTER PLAN FIGURE WWMP Kimley-Horn and Associates, Inc.File Path: K:\MKN_Civil\City of Anna - Master Data\GIS\Anna_Wastewater Master Plan.aprxLast Saved: 9/1/2023 1:51 PMI 0 4,0002,000 Feet NTMWD Clement Creek P.O.E. Existing Peak: 1.35 MGD Buildout Peak: 4.72 MGD NTMWD Throckmorton Creek P.O.E. Existing Peak: 7.20 MGD Existing WWTP Treats 2.0 MGD Peak Buildout Peak: 35.96 MGD Buildout WWTP Treats 18.0 MGD Peak Throckmorton Creek/ Trinity River Interceptor Contracted Capacity Upstream: 5.60 MGD (2014) Contracted Capacity Downstream: 9.60 MGD (2014) Clement Creek Contracted Capacity: 3.0 MGD (2014) Text Legend Lift Stations Wastewater Subbasin Clement Creek Clement Creek Existing East Fork Trinity Harrington Branch Hurricane Creek Clement Creek Existing Sister Grove Creek Slayter Creek Throckmorton Creek West Sister Grove Creek Stiff Creek !Proposed WWTP g Proposed Lift Station !Existing WWTP !!2 Existing Manhole Existing Force Main Existing Wastewater Proposed Manhole Proposed Force Main Streams parcels Planning Boundary Floodplain Van Alstyne/Mantua P.O.E. Peak Flow = 13.88 MGD Weston P.O.E. #1 Peak Flow = 0.50 MGD Weston P.O.E. #2 Peak Flow = 0.50 MGD Weston P.O.E. #3 Peak Flow = 0.50 MGD Weston P.O.E. #4 Peak Flow = 0.50 MGD Weston P.O.E. #5 Peak Flow = 0.50 MGD Weston P.O.E. #6 Peak Flow = 0.50 MGD Weston P.O.E. #7 Peak Flow = 0.50 MGD Harrington Branch WWTP Phase 1 Capacity: 1 MGD Phase 2 Capacity: 2 MGD Phase 3 Capacity: 2.5 MGD Hurricane Creek WWTP Phase 1 Capacity: 4 MGD Phase 2 Capacity: 8 MGD Phase 3 Capacity: 16 MGD Slayter Creek WWTP Existing Capacity: 0.5 MGD Phase 3 Capacity: 0.975 MGD Expansion Capacity: 4.5 MGD Van Alstyne P.O.E. Peak Flow = 20.48 MGD Stiff Creek P.O.E. Buildout Peak: 2.77 MGD