Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Res 99-15 Adopting an Amended Water and Wastewater Master Plan
TOWN OF WESTLAKE RESOLUTION 99-15 A RESOLUTION OF THE BOARD OF ALDERMEN OF THE TOWN OF WESTLAKE, TEXAS, ADOPTING AN AMENDED WATER AND WASTEWATER MASTER PLAN. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE TOWN OF WESTLAKE, TEXAS: SECTION l: That the Board of Aldermen of the Town of Westlake, Texas, hereby adopts an amended water and wastewater plan attached to this resolution as Exhibit A. PASSED AND APPROVED ON THIS 22°' DAY OF NOVEMBER, 1999. e-_-1&- Scott Bradle , Mayor y ATTEST: GingebCrosswy, Town Secf6tary THE HOGAN CORPORATION Engineers • Planners • Consultants November 18, 1999 Mr. Trent Petty, Town Manager Town of Westlake 3 Village Circle Suite 207, Solona Westlake, TX 76262 Re: Proposed Water & Wastewater Master Plan Update THC #230-01,10 Dear Trent; Submitted herewith for consideration and approval by the Town Board please find ten (10) copies of tabular data and exhibit maps representing the proposed update to the Water & Wastewater Master Plan. Principal revisions to the March 1997 Master Plan include incorporation of the Circle T and Fidelity Investments Planned Development Ordinances, and realignment of water distribution facilities consistent with the Town's current proposed thoroughfare plan. The design criteria and unit water and wastewater demands remain unchanged from the previous plan. Computer modeling of the reconfigured water system has resulted in several line size changes, and a revision to the projected water storage capacity needs as follows: elevated storage — 1 million gallons; total ground storage 2.25 million gallons. We recommend the Town adopt these revisions to the Master Plan. Please let me know if there are any comments or questions. Very truly yours, T OGAN CORPORATION rry K.,u on, P.E. Vice Prsi nt enclosures 0 Member, Consulting Engineers Council of Texas �� Member, American Consulting Engineers Council TEL: (972) 380-4646 FAX: (872) 380-4633 18333 Preston Fuad, Suite 455 Dallas, Texas 75252 TOWN OF WESTLAKE Water & Waster Master Plan Update November 1999 Tables Table 1— Land Use Projections Table 2 — Population/Connection Projections Table 3 — Flow Projections Table 4 — Wastewater Flow Projections, Grouped By Sewer Basin Table 5 — Projected Costs for Water System Improvements Table b — Projected Costs for Wastewater System Improvements Exhibits Planning Area Map Sewer Basin Map Proposed Water System Proposed Wastewater System Proposed Water System Phasing Proposed Wastewater System Phasing THC #230-03.10 11/18/99 Town of Westlake Table 1 Ultimate Buildout Water/Wastewater Master Plan Land Use Projections Rev. 11/18/99 THC #1230-03.10 Page T1-1 DEVPROJr3w.xls t_and Use, ii acres (snits per atre SFRa SRFb SFRc SFRd SFRe MF Elem Retail Mall Ent Ret Office OI PD Mix TxTn TxTn Rhotel Popen Puse Pgolf 1 Pvt ROW Total Planning 6,000 12,000 15,000 30,000 150,000 Ra Rb Rc Oa Ob Oc Od j Oe Of j Grp Area 7.26 3.63 2.904 1.452 0.29 12 0.20 0.251 0.30 0.38 0.40 0.20 0.30 0.35 0.40 0.45 0.60 0.30 0.24 0.45 0.201 0.75 0.77 Acreage A 1610 1 1 12.9 11.7 24.6 A 1710 57.0 1 1 j 13.4 92.6 17.0 180.0 A 1810 1 15.6 1 P 16.9 38.3 55.3 13.8 25.0 164.9 A 1870 56.5 3.5 2.01 5.467.4 A 1910 j 3.4 25.0 2.0 30.4 A 1920 74.9 2.1 1 13.0 3A 93.0 A 2310 23.0 7.0 1 j 6.3 22.0 5.0 ; 1.5 64.8 A 2330 18.0 22.7 1 3.0 6.0 j 1 A 2510 3.3 99.9 18.8 8.7 50.5 14.8 196.0 A 2640 1 12.7 30.4 26.2 4.9 74.2 A 3300 17.Q 17.0 A 3340 4.0 1 j 13.0 1 0.5 0.5 18.0 A 3360 34.7 25.2 1 22.4 10.6 217.0 4.1 8.0 322.0 A 3410 21.5 21.5 j 21.3 8.8 37.6 48.0 18.0 176.7 A 4110 35.2 18.4 1 1 6.8 6.3 2.3 69.0 A 4380 1 15.9 j 18.1 0.5 4.5 39.0 A 5121 _ 1 56.2 1 8•$ 7.9 2.6 75.5 A 5122 28.1 36.7 32.5 j 1 10.9 8.2 2.5 118.9 A 5130 33.3 110.1 25.4 1 12.8 2.4 184.0 a CTMUD SIT 1 23 86 176 197 76 - - 13 19 78 1 100 19 1 - 58 1 22 60 38 21 112 - 25 9 j 38 1 22 245 2 369 45 116 1,969 ax 1 ay 1 B- 1611 1 6.0 15.0 6.0 27.0 1730 1 56.5 1 1 1.3 1.9 1.3 61.0 u 1740 1 97.2 15.2 I 9.5 1 28.0 1 8.1 158.0 t3 1911 1 12.7 2.0 1 1 8.7 8.3-T7= D.7 1 32.4 s 2620 2.3 9.2 20.0 1 1 30.0 9=5 71.0 b Circle T SIT 25 9 1541 15 - 13 10 - - 2 - - 1 - - _ 26 _ _ _ - 9 _ - - 38 1 # 1 45 21 26 1 349 bx 1 by 1 1 C 1010 711 1 1 12 6 89 C 1015 191 31 2 24 C 1030 30 1 61 2 38 C 2010 18 31 2 23 C 2015 14j 2j 2 18 C 2020 64 32 1 1 16 8 120 C 2025 13 1 2 1 16 G 3010 1 30 5 2 37 C 3015 1 32 j j 5 3 40 C 30201 151 2 25 C 3025 I I 3 1 j 31 1 19 C 3030 1 33 1 j j 51 3 411 C 4010 128 j j 22 10 160 C 4015 10 i 21 1 13 C 4020 0 8 j j 1 1 10 C 4040-17-0-- 1 1 1 170 C 4045 116 j 116 C 5010 81 1 1 13 1 7 101 C 5015 53 1 91 1 4 66 5020 j 26 1 41 1 2 32 5025 1 491 1 i 1 8 4 61 Rev. 11/18/99 THC #1230-03.10 Page T1-1 DEVPROJr3w.xls Town of Westlake Table 1 Ultimate Buildout Water/Wastewater Master Plan Land Use Projections Rev. 11/18/99 THC #230-03.10 Page T1-2 oEVPROJr3w.xls Land Use,_acres (unitsep r acre SFRa SRFb SFRc SFRd SFRe MF Elem etailMall Ent Ret Office OI PD Mix TxTn TxTn Rhotel Popen Puse Pgolf Pvt ROW Total Planning 6,000 12,000 15,000 30,000 150,000 Ra Rb Rc I I Oa Ob Or- Od Oe Of Grp Area 7.26 3.63 2.904 1.452 0.29 12 0.20 0.25 0.30 0.381 0.40 0.20 0.30 0.35 0.40 0.45 0.60 0.30 0.24 0.45 0.20 0.75 0.77 Acreage C 5030 669.5 6.5 82 c 5031 83.33 14.05 1.43 5.5 104.31 C 5040 ; 22 22 c Westlake SIT - 64 33 532 191 - - 13 - - - - 32 308 - - - - F 30- - - - - 148 # - 1 75 1,427 cx Cy G 6010 64 64 G 60111 j 37 37 G 6012 i f k 72 i 72— G 6020 11 2 52 10 15 90 G 6021 i 601 1 60 G 6022 1 83 83 G 6023 + I 27 27 G 6026 38 8 G 6030 16 i 1 1 6 g TCMUD SIT - 11 - i - _ - - _ _ _ _ 201 16 - - - - - � 234 10 # - - 15 487 9x 9y h1 TOTALS 48 170j 362 745 267 13 10 26 19 80 100 19 233 382 22 86 38 21 142 234 34 9 38 22 441 2 4141 49 232 4,232 h2 w/o TCMUDi i 48 159 362 745 267 13 10 26 19 80 100 19 32 366 22 86 38 21 142 - 34 9� 38 22 431 2 4141 49 217 3,745 Rev. 11/18/99 THC #230-03.10 Page T1-2 oEVPROJr3w.xls Town of Westlake Table 2 Ultimate Buildout Water/Wastewater Master Plan Population/Connection Projections Ti -1C #230-03.10 Page T2-1 Rev. 11/18/99 g DEVPROJr3w.xls I j PROJ ICTED Exis in Residential Non -Residential Non-Residential/Eq_uivalent DTq Resident 2.84 Employ't. Pop Equiv Conn's. Units Pop Retail Office Office/Indust Mixed Use R O OI PD Employ't Equiv Equiv EquivPlanning Buildings Buildings Buildings Buildings Pop Pop Conn's. Grp Area Units Pop Pop. 0.4 Pop 2.84 2.84 (sf) (sf) (SO (sf) 500 j 400 1000 400 40% 2.84 Pop A 1610 - - - 224,770 - - - 562 - - 562 225 79 225 79 A 1710 j 207 435 f - - - - _ - � _ _ - - _ 435 207 A 1810 - - 169,884 1,045,222 722,660 - 340 2,613 723 1 - 3,675 1,470 518 1,470 518 A 1870 - - - - 738,342 - - - 738 - 738 295 104 295 104 A 1910 j - - 44,431 - - 490,050 89 - - 613 701 281 99 281 99 A 1920 - - 978,793 27,443 - - 1,958 69 - - 2,026 810 285 810 285 A 2310 192 404 - - - -- - - - - - 404 192 A 2330 131 276 - - - _ - - _ - - - _ 276 131 A 2510 - - 2,017,133 113,692 - -L 1,793 284 - - 2,077 831 293 831 293 A 2640 - - 110,642 529,690 - - 221 1,324 - - 1,546 618 218 ' 618 218 A 3300 - - - - A 3340 15 30 - - - - - - - - - - - 30 15 A 3360 50 106 - 329,314 - 751,323 - 823 - 1,409 2,232 893 f 314 999 365 A 3410 - - - 1,165,448 - 1,305,058 - 2,914 - 1,088 4,001 1,600 564 1,600 564 A 4110 108 226 - - _ - _ y - 226 10$ A 4380 23� 48 - _ _ _ - - - - _ 48 23 A 5121 163 343 ' _ _ _ _ - - - - - - 343 163 A 5122 144 303 - - - - - - - - - f - - 303 144 A 5130 264 554 - - - - - - - - - - - 554 264 a CTMUD SIT - - - - - - 1,298 2,725 3,320,884 3,435,577 1,461,002 2,546,430 4,401 8,589 1,461 3,109 17559 7,024 2,473 9,749 3,771 ax ay 1611 - - - 104,544 - - - 261 - - 261 105 37 105 37 1730 164 345 - - - - - - - - - - - 345 164 B 1740 304 639 - - - - - - - - - - - 639 304 B 1911 152 320 26,136 - - 170,537 52 - - 2131 265 106 37 426 190 B 2620 I 50 k 105 - 348,480 - - - 871 j - - 871 348 123 453 173 b Circle T 5!T - - - - - - 671 1,409 26,136 453,024 - 170,537 52 1,133 - 213 1,398 559 197 1,968 868 bx by C 1010 36 102 - 102 36 103 216 _ _ - - - I - - _ - - - 216 103 C 1015 - - - - 55 116 - - - - - _ _ _ - - _ 116 55 C 1030 - - - I - - - 392,040 - - - 392 - 392 157 55 157 55 C 2010 7 201 20 1 71 5 11 - - - - - _ - _ _ _ _11 5 C 2015 7 20 20 71 41 85 85 41 C 2020 - - - - 232 488 - 278,784 - - - 697 - - 697 279 98 767 330 C 2025 - - - - - - 113,256 - - - 227 - - - 227 91 32 91 32 C 3010 - - - - 44 91 - - _ _ - _ _ - - - - 91 44 C 3015 31 9 - 9 3 46 98 - - _ _ _ _ _ _ _ _ _ 46 C 3020 6 12 - - - - - - - - - - - 92 C 3025 71 20 - 20 7 4 1 9 - - - - _ _ _ _ _ _ _ g 4 C 3030 21 6 - 6 2 48 101 - - - - - _ - - - - - 101 48 G 4010 141 40 - 40 14 37 78 - - - _ _ _ _ - - - - 7$ 37 C 4015 - - - - 3 6 C 4020 - - - - 12 24 - - - - - - - - - - - 24 12 C 4040 I - - - - 2,221,560 - - - 5,554 - - 5,554 2,222 782 2,222 782 C 4045 - - - i - 1,515,888 - - - 3,790 - - 3,790 1,516 534 1,516 534 c 5010 - - - - 118 247V - - - - - j - - - - - - 247 118 5015 77 162 162 77 G 5020 - - - - 38 1 79 79 38 Ti -1C #230-03.10 Page T2-1 Rev. 11/18/99 g DEVPROJr3w.xls Town of Westlake Table 2 Ultimate Buildout Water/Wastewater Master Plan Population/Connection Projections Rev. 11/18/99 THC #230-03.10 Page T2-2 DEVPROJr3w_xls PROJECTED ! ! Existing residential Non -Residential Hon-Residential/Equivalent TOTALS Resident 2.84 Employ't. Pop Equiv Conn's. Units Pop Retail Office Office/Indust Mixed Use R O OI PD Employ't I Equiv Equiv Equiv Equiv Planning Buildings Buildings Buildings Buildings Pop Pop Conn's. 2.84 Grp Area Units Pop Pop. 0.4 Pop 2.84 2.84 {sf) (sf) (sf) I (sf) 500 400 1000 400 40% 2.84 Pop Conn's C 5025 3 9 1 20 81 17 6 ! 71 ! 149- - - - - - - - - - - 149 ! 71 C 5030 6 17 - 17 6 96 201 - - - - i - - - - - - - 201 , 96 C 5031 61 17 1 17 6 121 254 - - - - - - - - - - - 254 121 C 5040 - - - - 287,496 - - - 719 - - 719 287 101 287 101 c Westlake SIT 91 260 20 8 268 94 1,157 2,427 113,256 4,303,728 392,040 - 227 10,759 392 - 11,378 4,551 1,603 6,978 2,759 Cx Cy ! ! ! G 6010 - - ! - j - - - - 557,568 - - - 1,394 - - 1,394 558196 558 196 G 6011 - - - - - - - 322,344 - - - 806 - - 806 322 114 T 322 114 G 6012 - 1070 428 428 151 - - - ! - - 752,717 - - - 1,882 1,882 753 265 ! 753 265 G 6020 0 - ! 0 - - - 40 84 - 17,424 - 543,629 - 44 - 1,359 1,403 561 198 645 237 G 6021 - - - - - - - 522,720 - ( - - 1,307 - - 1,307 523 184 523 184 G 6022 ! - 1230 492 492 173 - - - - - 867,715 - - - 2,169 2,169 868 306 868 306 G 6023 - 400 160 160 56 - - - - - 282,269 - - - 706 706 282 99 282 99 G 6026 - 2 1 1 0 - - - 331,056 - - - 828 - - 828 331 117 331 117 G 6030 - - - - 209,088 - - - 523 - - 523 209 74 209 74 g TCMUD SIT - - 2,702 1,081 1,081 381 40 i 84 - 1,960,200 - 2,446,330 - 4,901 - 6,116 11,016 4,407 1,552 4,491 1,592 gx gy ! ! hi TOTALS 91 260 2,722 1,089 1,349 474 3,165 6,645 3,460,276 10,152,529 1,853,042 5,163,297 4,679 25,381 1,853 9,438 41,351 16,541 5,824 23,186 8,989 h2 w/o TCMUDI 91 260 20 81 268 94 3,125 6,561 3,460,2761 8,192,329 1,853,042 2,716,968 4,679 20,481 1,853 3,322 30,335 12,134 4,273 18,695 7,398 i ! ! Rev. 11/18/99 THC #230-03.10 Page T2-2 DEVPROJr3w_xls Town of Westlake Table 3 Water/Wastewater Master Plan Flow Projections Ultimate Buildout r ev. I I /1 ts/99 THC #230-03.10 Page T3-1 DEVPROJr3w.xls Water Demands Wastewater Flows Avg. Day Max Day Peak Hour Avg. bay III Total Planning 220 2.3 4 110 200 Grp Area (gpd) (gpd) (gpm) -(gpd) (gpd) (gpd) A 1610 49,449 193,733 137 24,725 4,920 29,645 A 1710 129,277 297,338 359 64,639 36,000 100,639 A 1810 323,443 743,918 898 161,721 32,988 194,709- A 1870 64,974 149,440 180 32,487 13,477 45,964 A 1910 61,725 141,968 171 30,863 6,080 36,943 A 1920 178,305 410,102 495 89,153 18,600 107,753 A 2310 120,205 276,472 334 60,103 12,960 73,063 A 2330 82,012 188,627 228 41,006 10,640 51,646 A 2510 182,797 420,433 508 91,398 39,200 130,598 A 2640 936,005 312,811 378 68,002 14,835 82,837 A 3300 - - - - 3,400 3,400 A 3340 9,072 20,866 25 4,536 3,600 8,136 A 3360 227,897 524,164 633 113,949 64,400 178,349 A 3410 352,103 809,836 978 176,051 35,340 211,391 A 4910 67,206 154,574 187 33,603 13,800 47,403 A 4380 14,425 33,177 40 7,212 7,800 15,012 A 5121 101,970 234,532 283 50,985 15,100 66,085 A 5122 90,177 207,406 250 45,088 23,780 68,868 A 5130 164,913 379,299 458 82,456 36,800 119,256 a CTMUD S/T 2,355,955 5,418,696 6,544 1,977,977 393,720 1,571,697 ax ay B 1611 23,000 52,899 64 11,500 5,400 16,900- B 1730 102,515 235,784 285 51,257 12,200 63,457 B 1740 190,151 437,348 528 95,076 31,600 126,676 B 1911 118,579 272,731 329 59,289 6,480 65,769 B 2620 107,964 248,318 300 53,982 14,200 68,182 b Circle T SIT 542,208 1,247,079 1,506 271,104 69,880 340,984 hx by C 1010 64,412 148,147 179 32,206 17,800 50,006 C 1015 34,474 79,290 96 17,237 4,800 22,037 c 1030 34,500 79,349 96 17,250 7,600 24,850 c 2010 3,266 7,512 9 1,633 4,600 6,233 C 2015 25,402 58,424 71 12,701 3,600 16,301 C 2020 206,486 474,918 574 103,243 24,000 127,243 C 2025 19,933 45,846 55 9,967 3,200 13,167 C 3010 27,216 62,597 76 13,608 7,400 21,008 C 3015 29,031 66,771 81 14,515 8,000 22,515 C 3020 3,629 8,346 10 1,814 5,000 6,814 C 3025 2,722 6, 260 8 1,361 3,800 5,161 C 3030 29,938 68,857 83 14,969 8,200 23,169 C 4010 23,225 53,417 65 11,612 32,000 43,612 C 4015 1,814 4,173 5 907 2,600 3,507 C 4020 7,258 16,693 20 3,629 2,000 5,629 C 4040 488,743 1,124,109 1,358 244,372 34,000 278,372 C 4045 333,495 767,039 926 166,748 23,200 189,948 C 50101 73,484 "169,013 204 36,742 20,200 56,942 r ev. I I /1 ts/99 THC #230-03.10 Page T3-1 DEVPROJr3w.xls Town of Westlake Table 3 Water/Wastewater Master Plan Flow Projections Ultimate Buildout Rev. 11/18/99 THC #230-03.10 Page T3-2 DEVPROJr3w.xls Avg. Day Water Demands Max Day Peak Hour Wastewater Flows Avg. Day Ill Total Planning 220 2.3 4 110 200 Grp C C Area 5015 5020 (gpd) 48,082 23,587 (gpd) 110,589 54,251 (gpm) 134 66 (gpd) 24,041 11,794 (gpd) 13,200 6,400 (gpd) 37,241 18,194 C 5025 44,453 102,243 123 22,227 12,200 34,427 C 5030 59,876 137,714 166 29,938 16,400 46,338 C 5031 75,598 173,875 210 37,799 20,862 58,661 C 5040 63,249 145,473 176 31,625 4,400 36,025 c Westlake S/T 1,723,872 3,964,907 4,789 861,936 285,462 1,147,398 CX Cy G G G 6010 6011 6012 122,665 70,916 165,598 282,129 163,106 380,875 341 197 460 61,332 35,458 82,799 12,800 7,400 14,400 74,132 42,858 97,199 G 6020 148,380 341,274 412 74,190 18,000 92,190 G G 6021 6022 114,998 190,897 264,496 439,064 319 530 57,499 95,449 12,000 16,600 69,499 112,049 G 6023 62,099 142,828 172 31,050 5,400 36,450 G G 6026 1 6030 72,832 45,999 167,514 105,799 202 128 36,416 23,000 7,600 3,200 44,016 26,200 g TCMUD S/T gx 994,385 2,287,085 2,762 497,192 97,400 594,592 gy hl TOTALS 5,616,420 12,917,767 15,601 2,808,210 846,462 3,654,672 h2 w/o TCMUDi 4,622,036 10,630,682 12,839 2,311,018 749,062 3,060,080 I - Rev. 11/18/99 THC #230-03.10 Page T3-2 DEVPROJr3w.xls Town of Westlake Table 4 Ultimate Buildout Water/Wastewater Master Plan Wastewater Flow Projections Grouped by Sewer Basin i=XJ�ilJ1� Residential - identW Non-ResidentiallEquivalent TA Wastewater Flows Total Resident 2.84 Employ't. Pop Equiv Conn S. Units Pop Retail Office O Fce/Indust Mixed Use Employ't Equiv Equiv Equiv Equiv Avg. Day lIl Total PF Peak Planning 1 Buildings Buildings Buildings Buildings Pap 1 Pap Conn's. 2.84 1101 Zoo Grp Area Acreage Units Pop Po p. 0.4 Pop 2.84 2.84s { sf s f) (sf) 40% 2.64 Pop Conn's:{gpd {gpd} I (MMmgd} A 1610 24.6 - - - 224,770 - - 562 225 79 225 79 24,725 4,920 29,6451 A 1710 180.0 207 435 - - _ _ _ 435 207 64,639 36,000 100,639 A 1810 164.9 - - 169,884 1,045,222 722,660 - 3,675 1,470 518 1,470 518 161,721 32,988 194,709 A 1870 67.4 - - - -738,342 - 738 295 104 295 104 32,487 13,477 45,964 A 1910 30.4 - - 44,431 - - 490,050 701 281 99 281 99 30,863 6,080 36,943 A 1920 93.0 - - 978,793 27,443 - - 2,0261 810 285 810 285 89,153 1 18,600 107,753 a CTMUD SIT 560 - - - - - - 207 435 1,193,108 1,297,435 1,461,002 490,050 7,703 3,081 1,085 3,516 1,292 403,587 112,065 515,652 3.89 1,682,018 ax + 1 B 1611 27.0 1 - - - 104,544 - - 261 1051 37 105 37 11,500 5,400 16,9001 B 1730 61.0 j 164 345 - - _ _ - _ _ 345 164 51,257 12,200 63,457 B 1740 158.0 ! 1 304 639 - _ _ I - - - 639 304 95,076 31,600 126,676 B 1911 32.4 152 320 26,136 - - 170,537 265 106 37 426 190 59,289 6,480 65,769 C 1010 89 361 102 - 102 36 103 216 - - - - - - - 216 103 32,206 17,800 50,006 C 1015 24 - - - - 55 116 - - - - - - - 116 55 17,2371 4,800 22,037 C 1030 38 1 _ I - - - - - - - 392,040 - 392 157 55 157 55 17,250 7,600 24,850 c Westlake SIT 429 36 102 - - 102 36 779 1,636 26,136 104,544 1 392,040 170,537 919 368 129 2,004 908 283,815 85,880 369,695 4.35 1,320,474 cx K 1000 1230 - - - - 1,786 3,751 - - - 3,7511 1,786 557,934 246,000 803,934 t I I u Cade Branch 2,220 36 102 - - I 102 36 2,772 5,822 1,219,244 1,401,979 1,853,042 660,587 8,622 I 3,449 1,214 9,271 3,986 1,245,336 443,945 1,689,281 3.20 1 4,429,019 A 2310 64.8 I 192 404 - - - - I - - I 404 192 60,1031 12,960 73,063 A 2330 53.2 131 1 276 - - - - - - - 276 181 41,006 10,640 51,646 A 2510 196.0 1 - - 2,017,133 113,692 - - 2,077 831 293 831 293 91,398 39,200 130,598 A 2640 74.2 - - 110,642 529,690 1 1,546 618 218 618 218 68,002 14,835 82,837 TMUD SIT 388 - - I - - - - 324_ 680 2,127,775 643,381 - 1 - 3,623 1,449 1 510 2,129 1 834 260,509 77,635 338,144 4.30 1,197,825 B 2620 71.0 1 1 50 105 - 348,480 - - 871 348 123 453 173 53,982 14,200 68,182 C 2010 23 7 20 - 20 7 5 11 - - - - 11 5 1,633 4,600 61233 C 2015 18 7 20 - 20 7 41 85 - - - - - - - 85 41 12,701 3,600 16,301 C 2020 120 - - - - 232 1 488 - 278,784 - - 697 279 98 767 330 103,243 24,000 127,243 c 2025 16 - - - - - - 113,256 - - - 227 91 32 91 32 9,967 3,200 13,1671 c Westlake SIT 248 14 40 I - - 40 14 328 689 113,256 627,264 - - 1,795 718 253 1,407 581 181,526 49,600 231,126 4.67 897,325 cx K 2000 200 - - - - 290 610 - - - - - 610 290 90,721 40,000 130,721 t u Marshall Br W 836 14 40 - - 40 1 I 14 942 1,979 2,241,031 1,270,645 f - I - 5,417 21167 1 I 763 4,146 1,705 532,756 1 167,235 699,991 1 3.76 2,170,397 A 3300 17.03 1 I - - 3,400 ,400 3,400 1 A 3340 18.0 15 30 - I _ I _ _ - 30 F 15 4,536 3,600 8,136 A 3360 322.0 50 106 - 329,314 - 751,323 2,232 893 314 999 365 113,949 64,400 178,349 A 3410 176.7 - I - - 1,165,448 - 1,305,058 4,001 1,600 564 1,600 564 176,051 1 35,340 211,391 a CTMUD SIT 534 - - - - - - 657 136 - 1,494,761 - 2,056,380 6,233 2,493 878 2,629 943 294,536 106,740 401,276 4.12 1,320,229 ax 3 C 3010 37 - - - - 44 91 - - - - _ 91 44 13,608 7,400 21,0081 C 3015 40 3 9 - 1 91 3 46 98 - _ _ - _ _ _ 98 46 14,515 8,000 22,515 1 C 3020 25 - - - - 6 12 - - - - 12 6 1,814 5,000 ,161 C 3025 19 7 20 - 1 20 7 4 9 - _ - - 9 4 1,361 3,800 5,161 1 5 C 30.30 41 21 6 - 6 2 48 101 - - - - - - - 101 48 14,9691 8,200 23,169. c Westlake SIT 162 12 35 J 35 12 148 311 - - - - - - - 311 148 46,268 32,400 78,668 6.32 324,812 cx I 1 K 3000 800 - - ' - I - 1,162 2,439 - - - - - - 2,439 1,162 362,884 960,000 522,884 Marshall Br E 1,496 12 35 - - 35 1 12 1,375 2,886 - 1,494,761 - 2,056,380 6,233 2,493 878 5,379 2,253 703,688 299,140 1,002,828 3.57 2,811,305 THC #230-03.10 Page T4-1 Rev. 11/18/99 DEVPROJr3s.xls Town of Westlake 'Fable 4 Water/Wastewater Master Plan Wastewater Flow Projections Ultimata Buildout Grouped by Sewer Basin PROJECTED' Total Resident 2.84 Existing Employ't. Pap Equiv Conn's. Residential Units Pop Retail Non -Residential Office Office/Indust Mixed Use Non--Residential/Equivalent Employ't Equiv ( Equiv TQTALS Equiv Equiv Avg. Day Wastewater I/1 Flpws Total PF Peak Planning Buildings 1 Buildings Buildings Buildings Pop Pop Conn's. 2,84 110 200 Grp Area Acreage Units Pop Pop. 0.4 Pop 2.84 2.84(sf) (sf} {sf) (sf) 40% 2.B4 Pop Conn's (gpd) (gpd) (gpd) (mg d) A 4110 69.0 108 226 - - - - - - - 226 108 33,603 13,800 47,403 i A 4380 39.0 1 23 48 - - - - - - - 48 23 7,212 7,800 15,012 1 a CTMUD Srr 108 - - - - - - 131 274 - - - - - - - 274 131 40,815 21,600 62,415 6.48 286,084 ax C 4010 160 14 40 - 40 14 37 78 - - - - - - - 78 37 11,612 32,000 43,612 C 4015 13 - - - - 3 6 - - - 6 3 907 2,600 3,507 1 C 4020 10 - 1 - - - 12 24 - _ _ - - - 24 12 3,629 2,000 5,629 C 4040 170 - - - - 1 2,221,560 - - 5,554 2,222 782 2,222 782 244,372 34,000 278,372 C 4045 116 i - - - - 1,515,888 - - 3,7901 1,516 534 1,516 534 166,748 23,200 189,948 c Westlake 5!T 469 14 40 - - 40 14 52 108 - 3,737,448 - - 9,344 3,737 1,316 3,845 1,368 427,268 93,800 521,068 3.82 1,725,962 cx I I I t I u Marshall Br T 577 14 40 - - 40 14 182 I 382 - 3,737,448 I - - 9,344 3,737 1,316 4,119 1,498 468,083 115,400 583,483 3.77 1,880,073 A 5121 75.5 I I ( I 163 343 - - � - - - - - 343 163 50,985 15,100 66,085 A 5122 118.9 I 1 144 303 - - - 1 - - - - 303 144 45,0881 23,780 68,868 A 5130 184.0 264 554 - _ - - - - 1 - 554 264 82,456 36,800 119,256 a CTMUD SIT 378 - - - - - - 571 1,200 - - - - - - 1,200 571 178,530 75,680 254,210 4.82 936,194 ax C 5010 101 - - 1 - - 1181 247 - _ _ _ _ _ 247 118 36,742 20,200 56,942 C 5015 66 - - � - - 77 162 _ - i _ - I 162 77 24,041 13,200 37,241 1 C 5020 32 - - - - 38 79 - - - - - - 79 38 11,794 6,400 18,194 C 5025 61 3 9 20 11 8 17 6 71 149- - - - - - I - 149 71 22,227 12,200 34,427 C 5030 82 6 17 - 17 6 96 201 - - - - - - - 201 96 29,938 16,400 46,338 5031 104.31 6T 17 17 6 121 254 - - - 1 - - - - 254 121 37,799 20,862 58,661 5040 22 1 I - - - - 287,496 - - 719 287 101 287 101 31,625 4,400 36,025 c Westlake SIT 468 15 43 20 8 1 51 18 520 1 1,092 - 287,496 - - 719 287 101 1,379 622 194,165 93,662 287,827 4.69 1,004,295 i I 5 5000 200 - - - - 290 610 - - _ _ - _ - 610 1 290 90,721 40,000 130,721 t1 u Kirkwood Br 11047 15 i 43 20 ' I 8 51 18 1,382 2,902 - 287,496 - - 719 287 1 101 3,189 1,483 463,416 209,342 672,758 3.96 1 2,044,467 G 6010 64 - - I - - - - 557,568 - 1 - 1,394 558 196 558 196 61,332 12,8001 74,132 G 6011 37 - - 1 - - - - - 322,344 i - - 806 322 114 322 1 114 35,458 7,400 42,858 G 6012 72 - 1070 428 428 151 - - - - - 752,717 1,882 753 265 753 265 82,799 14,400 97,199 G 6020 90 0 - 0 - - - 40 84 - 1 17,424 - 543,629 1,403 1 561 198 645 237 74,190 18,000 92,190 G 6021 60 - - - - - - _ 522,720 - - 1,307 523 184 523 184 57,499 12,000 69,499 G 6022 83 - 1230 --4-0-07--160 492 492 173 - - - - - 867,715 2,169 868 306 868 306 95,449 16,600 112,049 G 6023 27 - 160 56 - - - - - 282,269 706 282 99 282 99 31,050 5,400 36,450 G 6026 38 - 21 1 1 0 - - - 331,056 - - 828 331 117 331 117 36,416 7,600 44,016 G 6030 16 - - - - 209,088 - 1 - 523 209 74 209 74 23,000 3,200 1 26,200 g TCMUD SIT 487 - - 2,702 1,081 1,081 381 40 84 - 1,960,200 - 2,446,330 11,016 4,407 1,552 4,491 1 1,592 497,192 97,400 594,592 3.70 1,937,012 gx 9y 1 h1 Subtotals I i h2 CTMUD 1,969 - - - 1,298 2,725 3,320,884 1 3,435,5771 1,461,002 2,546,430 17,559 1 7,024 2,473 9,749 3,771 1,177,977 393,720 1,571,697 h3 Westlake 1,777 91 260 20 8 268 94 1,827 3,836 139,3921 4,756,752 392,040 170,537 12,776 5,110 1,799 8,946 3,627 1,133,040 355,342 1,488,382 h3 Other 2,430 - - - - - - 3,528 7,410 - - 7,410 3,528 1,102,2601 486,000 1,588,260 h3 TOTALS 6,662 91 260 2,722 1,089 1,349 474 6,693 14,055 3,460,276 10,152,529 1 1,853,042 5,163,297 41,351 16,541 5,824 30,596 12,518 3,910,470 i 1,332,462 5,242,932 i h I I I I I Rev. 11/18/99 THC #230-03.10 Page T4-2 DEVPR0Jr3s.x1s Town of Westlake Table 5 Projected Costs for Water System Improvements Ref. # Description Quantity Unit Pipe Size (in.) Unit Price Subtotal Engineering/ Technical 15% Contingencies 20% Total Projected Cost Phase 1 Improvements 110 Along SH 114 and Westlake Pkwy 2,796 LF 12 $48 $134,208 $20,131 $26,842 $181,181 125 Along Westlake Parkway 3,890 LF 20 $85 $330,650 $49,598 $66,130 $446,378 130 Along Roanoke Rd. 2,172 LF 20 $85 $184,620 $27,693 $36,924 $249,237 135 Along Future Dove 2,819 LF 20 $85 $239,615 $35,942 $47,923 $323,480 140 Along Future Dove 3,690 LF 16 $60 $221,400 $33,210 $44,280 $298,890 145 Along Ottinger/Dove 3,896 LF 16 $60 $233,760 $35,064 $46,752 $315,576 150 Along Dove Rd. 2,138 LF 16 $60 $128,280 $19,242 $25,656 $173,178 155 Along Dove Rd. 3,390 LF 16 $60 $203,400 $30,510 $40,680 $274,590 160 Along County Rd./Dove Rd, 6,092 LF 12 $48 $292,416 $43,862 $58,483 $394,762 190 Ground Storage/Pump Station West 1 LS NA $1,250,000 $1,250,000 $187,500 $250,000 $1,687,500 Subtotals $4,344,771 Phase_2_LMrovements 210 Elevated Storage Tank 1.00 MMG NA $950,000 $142,500 $190,000 $1,282,500 215 EST to Future Dove 2,713 LF 20 $85 $230,605 $34,591 $46,121 $311,317 220 Along Precinct Line Rd. 4,730 LF 12 $48 $227,040 $34,056 $45,408 $306,504 225 Along Future Street 5,363 LF 12 $48 $257,424 $38,614 $51,485 $347,522 230 Along Pearson Lane 3,855 LF 12 $48 $185,040 $27,756 $37,008 $249,804 240 Along Future Street 3,652 LF 12 $48 $175,296 $26,294 $35,059 $236,650 245 Along Westlake Parkway 4,278 LF 12 $48 $205,344 $30,802 $41,069 $277,214 250 Along Trophy Lake Dr. 1,855 LF 12 $48 $89,040 $13,356 $17,808 $120,204 255 Along S.H. 170 5,154 LF 12 $48 $247,392 $37,109 $49,478 $333,979 260 Along S.H. 170 2,944 LF 12 $48 $141,312 $21,197 $28,262 $190,771 265 Along S.H. 170 2,163 LF 12 $48 $103,824 $15,574 $20,765 $140,162 270 Along S.H. 377 2,727 LF 12 $48 $130,896 $19,634 $26,179 $176,710 275 Along Future Street (Dove) 1,581 LF 12 $48 $75,888 $11,383 $15,178 $102,449 280 Along Future Street/Roanoke 2,861 LF 8 $32 $91,552 $13,733 $18,310 $123,595 290 NETCRWS- FutureFacilities 1 LS NA $1,830,043 $1,830,043 $1,830,043 Subtotals $6,029,425 Revised 11/18/99 THC##230-01,10 Page T5-1 WAT-CIPr3a.XLS Town of Westlake Table 5 Projected Costs for Water System Improvements Ref. # Description Quantity Unit Pipe Size in. Unit Price Subtotal Engineering/ Technical 15% Contingencies 20% Total Projected Cost Phase 3 Improvements 310 Along S.H.114/PrecinctLine Rd. 3,352 LF 12 $48 $160,896 $24,134 $32,179 $217,210 315 Along Precinct Line Rd. 3,771 LF 16 $60 $226,260 $33,939 $45,252 $305,451 320 Along S.H. 114 3,831 LF 12 $48 $183,888 $27,583 $36,778 $248,249 325 Along Ottinger Rd. 3,463 LF 12 $48 $166,224 $24,934 $33,245 $224,402 330 Along Westlake Parkway 3,708 LF 16 $60 $222,480 $33,372 $44,496 $300,348 335 Along Westlake Parkway 3,909 LF 20 $85 $332,265 $49,840 $66,453 $448,558 340 Along Future Street 1,068 LF 12 $48 $51,264 $7,690 $10,253 $69,206 345 Along Future Street (Dove) 4,539 LF 12 $48 $217,872 $32,681 $43,574 $294,127 350 Along S.H. 377 2,988 LF 12 $48 $143,424 $21,514 $28,685 $193,622 355 Along S.H. 377 - Connect to Ronoake 6,422 LF 12 $48 $308,256 $46,238 $61,651 $416,146 360 Along S.H. 170 & 114 - Connect to Ronoake 3,495 LF 12 $48 $167,760 $25,164 $33,552 $226,476 365 Along S.H. 114 1,973 LF 12 $48 $94,704 $14,206 $18,941 $127,850 370 Along Kirkwood 1,652 LF 12 $48 $79,296 $11,894 $15,859 $107,050 375 Along Dove/Future Street 3,200 LF 12 $48 $153,600 $23,040 $30,720 $207,360 390 Ground Storage/Purnp Station East 1 LS NA $1,250,000 $1,250,000 $187,500 $250,000 $1,687,500 Subtotals GRAND TOTAL $5,073,555 $15,447,751 Revised 11/18/99 THC#230-01.10 Page T5-2 WAT-CIPr3a.KLS Town of Westlake Table 6 Projected Costs for Wastewater System Improvements Subtotals $4,325,606 Phase 2lmnrovements Engineering/ 200 Litt Station 3000 Service LS NA . Pipe Unit $33,750 Technical Contingencies 205 Ref. # Type Area Quantity Unit Size Price Subtotal 15% 20% Total Projected Cost Gravity Sewer Phase Y Improvements 2,212 LF 15 S39 $86,268 $12,940 $17,254 $116,462 100 DCPSS* 2000 44.00% LS NA $5,451,632 $2,398,718 ActualProject Cost $2,398,718 105 Lift Station 4000 1 LS NA 18 $200,000 $30,000 $40,000 $270,000 110 Gravity Sewer 4000 1,770 LF 15 $39 $69,030 $10,355 $13,806 $93,191 120 Gravity Sewer 4000 2,826 LF 12 $36 $101,736 $15,260 $20,347 $137,344 130 Gravity Sewer 5000 3,296 LF 15 $39 $128,544 $19,282 $25,709 $173,534 141 Lift Station 1000 1 LS NA $36 $132,500 $19,875 Actual Constr. cost $152,375 142 Force Main 1000 2,248 LF 8 $46 $68,008 $10,201 ActualConstr; Cost $78,209 143 Gravity Sewer 1000 1,405 LF 12 $36 $53,050 $7,958 Actual Constr. cost $61,008 144 Gravity Sewer 1000 6,656 LF 15 $39 $407,200 $61,080 Actual Constr cost $468,280 150 N-1 Sewer 5000 1 LS NA $36 $492,948 Actual Project Cost $492,948 Subtotals $4,325,606 Subtotals $778,542 GRAND TOTAL $6,055,237 `Note: Does not include capacity cost in TKA Denton Creek Regional WW"1P Revised 11118/99 THC #230-01.20 Page T5-1 W W -CI Pr3.XLS Phase 2lmnrovements 200 Litt Station 3000 1 LS NA . $225,000 $33,750 $45,000 $303,750 205 Gravity Sewer 3000 750 LF 24 $80 $60,000 $9,000 $12,000 $81,000 210 Gravity Sewer 3000 2,212 LF 15 S39 $86,268 $12,940 $17,254 $116,462 220 Gravity Sewer 2000 2,086 LF 21 $70 $146,020 $21,903 $29,204 $197,127 221 Gravity Sewer 2000 1,507 LF 18 $46 $69,322 $10,398 $13,864 $93,585 230 Gravity Sewer 5000 3,275 LF 12 $36 $117,900 $17,685 $23,580 $159,165 Subtotals $951,089 Phase 3 Improvements 310 Gravity Sewer 3000 3,565 LF 12 $36 $128,340 $19,251 $25,668 $173,259 320 Gravity Sewer 2000 1,700 LF 18 $46 $78,200 $11,730 $15,640 $105,570 330 Gravity Sewer 2000 1,914 LF 12 $36 $68,904 $10,336 $13,781 $93,020 340 Gravity Sewer 2000 1,922 LF 15 $39 $74,958 $11,244 $14,992 $101,193 345 Gravity Sewer 2000 1,146 LF 12 $36 $41,256 $6,188 $8,251 $55,696 350 Gravity Sewer 100 5,140 LF 12 $36 $185,040 $27,756 $37,008 $249,804 Subtotals $778,542 GRAND TOTAL $6,055,237 `Note: Does not include capacity cost in TKA Denton Creek Regional WW"1P Revised 11118/99 THC #230-01.20 Page T5-1 W W -CI Pr3.XLS 1 AREA, ACRES XX CADS BRANCH ACRES xxxx PLANNING AREA NUMBER MARSHALL BRANCH WEST EXAMPLE: MARSHALL BRANCH EAST 3410 MARSHALL BRANCH TRIBUTARY — {�! CIRCLE T PD# (0 FOR NON— CIRCLE T) w KIRKWOOD BRANCH WASTEWATER BASIN # 1-77 — — 0 —� r xr: - r (j1r' (.� — — -- _ ���, -,�/ „ra �, �, nth `•t�� S `�£ ,j r 1 sem,- d �. I ! AV— i70 REQ ,��- ` ,t �ACF,E 1� gar } CES !� 2820 ♦�^� , � pr+ � rii �"/ � � - W� � M`r',i+3:t� — —_ J 4^" (ate"" HL f ,., .: } J° sad 'AG �.64 1' 9. RES — '::� .� ACiR 701p ACRES 8 f {<r CREfi CR — — t 5440 �Otft, } — •.; `. ,, � ,,'. .: ., �.., •.: 2Q-� t„,' 7011 "4 _ f('��[' 'ACRE: �. .,a��c�,�' 3 15. CRES : 04. iE 30201, � F ' k -f fit f � s- ., „�. . •_ ., �� s ., , . _kE e .r ,. r �.. .. .✓r t - - !r is {.At-'. 1 F 5D3Q �+' f...” .':. • i' .c , r...~-:9^.n'-,_–.._.... .._..,,F. . - r .�. t, ?i 1 i.,�,TILCkt A TO f: e.,:� P . ,u:, � .. •. ✓ _. / � , ' � .% GES �FG9 A ,� r , .. ;; ,. , s .: , ' 304 +� � ,x�-�=:�,.�.� �.�. r, •� �..,- .v; -ACRES i f 1000 a r• w f _ II ;.� ,•�'rc, ACRE � ti' , #� .. i - .e LAZY LNa£ i re /""f, t<.7 vf� -- `:r i{ l { �'4r } �` !f Frr� •.^,. ,� /f f' c�� -` -. >�� r E ' 1 JJl z � E � i - '� � s `w - t t E �i • � ,Eft " : S. F / . { f � w.`', _! ,r `i f TOWN OF WESTLAKE, TEXAS SEWER BASIN MAP , t THE HOGAN CORPORATION Engin"m I%m*r • Consultants DALLAS AUSTIN JASPER tpfg9 LEGEND EXISTING WATER PROPOSED WATERLINE IMPROVEMENTS PROPOSED NORTHEAST ?ARRANT COUNTY WATER o rl� 0 I PENNY I GV 050'0 0? L Kr 1oJ 03m.-. t N I NTS O 500 I coo 1500 2000 3000 GRAPHIC SCALE fN M-7 POINT] v , tis 1 DENT01 COUNTY TARRAN COUNTY 0 (y." " Pump 6W-RZ, —12—MA romoll I MA m TOWN OF TEXkS )OVE-ROAD ��sKE, ROP C K WATER/WASTEWATER MASTER PLAN I IIn 03m.-. t N I NTS O 500 I coo 1500 2000 3000 GRAPHIC SCALE fN M-7 POINT] v , tis 1 DENT01 COUNTY TARRAN COUNTY 0 (y." " Pump 6W-RZ, —12—MA romoll I MA m TOWN OF TEXkS ��sKE, WATER/WASTEWATER MASTER PLAN I IIn Engineers - Planners - Consultants DahB - Ausfin I 1 /9! HENRIMA CREEK ROAQr �AFJSH //1 UFTIO8 FM DENTON COUNTY STAT TARRANT c 0 N, 7r— :5Z 0:0 680 G" is PENNY RD TO DENTON CREEK REGIONAL RD PENNY TO WASTEWATER TREATMENT PLANT i 4�7 0� ,$XA 10, J =010) 0 900 1000 1500 2000 3000 k•tl GRAPHIC SCALE /H rEEr h7NTON CREEK PRESSURE SEWER SYSTEM :,ZZ�- J jj fy DENT COUNTY M w MAN TOWN OF WESTLAKE, TEXAS u UZI W IN 1:9 -.?A1M-'Qt I 3=11 PROPOSED son WASTEWATER SYSTEM i rk Engineers - Planners - Constiftants Dallas - AuslIn 5/99 LEGEND ALTERNATE OR FUTURE SEWER SERVICE AM BOUNDARY SEWER SERVICE AREAS BOUNDARY EXIS11NO REGIONAL WASTEWATER LINES PRO?OSED PHASE 1 WASTEWATER LINE EXISTING WASTEWATER LINES in HENRIMA CREEK ROAQr �AFJSH //1 UFTIO8 FM DENTON COUNTY STAT TARRANT c 0 N, 7r— :5Z 0:0 680 G" is PENNY RD TO DENTON CREEK REGIONAL RD PENNY TO WASTEWATER TREATMENT PLANT i 4�7 0� ,$XA 10, J =010) 0 900 1000 1500 2000 3000 k•tl GRAPHIC SCALE /H rEEr h7NTON CREEK PRESSURE SEWER SYSTEM :,ZZ�- J jj fy DENT COUNTY M w MAN TOWN OF WESTLAKE, TEXAS u UZI W IN 1:9 -.?A1M-'Qt I 3=11 PROPOSED son WASTEWATER SYSTEM i rk Engineers - Planners - Constiftants Dallas - AuslIn 5/99 LEGEND EXIVNG WATER �PROPOSED PHASE 1 WATER PROPOSED PHASE 2 WATER -- =5 PROPOSED PHASE 3 WATER PROPOSED NORTHEAST TARRANT COUNTY WATER PENNY HOWE RD JAAAES N I NTS O 500 1000 1500 2000 3000 GRAPHIC SCALE IN FEET 3690 320 x HENRIEITA CREEK ROAD PARISH a'�'3� A. 250 INTER PPLY POINT 3 16 110 7 7 355 30 � r rUMUERY v, 12" ry 2�:.: �.,-- -QENNTTON COUNTY45 3 0 - N TARRACOUNTY 12 D " - - - - - - - - - — - - - - ---- ��4 3s QENT4 COUNTY - - _ NTY 325 . 37a 2 TARRAN 7 COUNTY J 34 r X• �� 240 �N 315 : � � �� ,�•? ""�, 265 � • � 6, " � `� OR�\A 140 010 o ` r. n '%-V S �� �Cp e � a. 155 � m 390 16� � ti� " 0 OV 21 r >f: O 125 - W 145 16" DOVE ROAD 50 D(YVE RAAD 12" HASLET—ROANOKE PROP. GROUND ST GE cs PROP. GROUND STORAGE TANK & PUMP STA N z s a N e TANK 8c PUMP STATION } 350 190 275 2q� , o;: a e'er 375 ffr � 215 I � � � ti .ter• W 135 3 TF I� g KT7 ASP �i 220290 " DOVE Raul 280 210 ' i o e �rarEx rx a werFR� .. om OF MOUNT 01" ROAD LAZY LAWS 12" x225 n TOWN OF WESTLAKE, TEXAS WATER/WASTEWATER MASTER PLAN PROPOSED WATER SYSTEM PHASING THE HOGAN CORPORATION Engineers • Planners • Consultants Dalkts - AuOn 11/99 LEGEND ^- ALTERNATE OR FUTURE SEWER SERAGE AREA BOUNDARY SEWER SERVICE AREAS BOUNDARY EXISTING REGIONAL WASTEWATER LINES =�� = PROPOSED PHASE 1 WASTEWATER UN£ PROPOSED PHASE 2 WASTEWATER LINE -- PROPOSED PHASE 3 WASTEWATER LINE EXISTING WASTEWATER LINES HOWE TO DENTON CREEK RECIONAE— WASTEWATER TREATMENT PLANT z 0 CREEK PRESSURE SEWER SYSTEM i00 t N 0 506 1000 1500 2000 3000 1111100000001 GRAPHIC SCA&OF IN FEET HENRIEITA GREEK ROAD '/�i��� � • �,` � �► � � �-�! Wit_ DENTON COUNTY dAf or • • fit, � _ �nn�IE.. .. ,� � ��,,,, yl�` L7 , n WII■1 ��, -NIUMEZ IN �i� X11 Ems OEM li� �� 1111111: F� �•°--■-�, L .■E lifi■� .ter �_ 'i1i1.�r�LEJ�1ii� . ■� ■ � � =trll IIII111iI�Ni1 �R�I � ■. � ■� �-3 ■r�L�pEllL'l�! .. �.�v�■ ..� I#!1 nll 1l�llllll\! .� �.l��hr.;.l"alSf(R>■ i� r�r '�iu cif � �, i WN OF WESTLAKE, TEXAS � S ■i■f1■�ir7!' ofi■ o� i"�II�■■i�Ii Lei �� � : � � � 111 ■f�■■■■■■n�ii ■■�.°..�ru.�■i� - �- � ��� fail �uli�■■f�■■■■■■ iii ■■■■■■■■■f1� �� �■ ��■ ��■ �-!■ �� riE� 1 ■L#■■■ f1� if■f■■fi■ r.�. w■ �a. ■ err1. PROPOSED ,■■■■■■■ ■■���nf•■■■ 1in■rc3■■1 ■■ PHASING A