Loading...
HomeMy WebLinkAbout(0103) CTR Exhibit 03.24.21.pdfTotal Population Average Flow Peaking Peak Flow Q ultimate Size Begin DP End DP Sub -Basins Served Basin Size (Ac.) Slope Served (gpm) Factor (gpm) (MGD) (inch) QCap Length (ft) (MGD) DPI DP2 SB1& partial of S132 188.21 4400 305.52 3.30 1007.00 1.450 12 0.40% 1.46 2122 r O DP2 DP3 SB1&SB2 188.21 4400 305.52 3.30 1007.00 1.450 12 0.40% 1.46 798 DP3 DP4 SB1,SB2 & SB4 237.16 5281 366.71 3.22 1181.88 1.702 12 0.55% 1.71 939 R SB1,SB2, S133, S134 & IT DP4 DIPS 327.16 6415 445.46 3.14 1400.10 2.016 15 0.24% 2.04 2638 =1 SB6 m SB1, SB2, SB3, SB4, DP5 DP6 462.86 8363 580.78 3.03 1760.57 2.535 18 0.149/6 2.54 1720 SB6, SB7 & SB8 i r m SB1, SB2, SB3, SB4, DP6 DP8 SB6, SB7, SB8, SB9, 896.69 13850 952.68 2.81 2680.00 3.859 21 0.15% 3.97 1860 ' S615 & SB16 0 DP7 DP8 SIBS & SB10 64.52 902 62.64 3.83 239.82 0.345 8 0.40% 0.49 1632 DP8 DP9 S61-11, SB15 & SB16 979.73 15358 1057.41 2.77 2926.82 4.215 21 0.17% 4.22 1526 DP9 DP10 S61-16 2064.59 30164 2085.63 2.47 5161.72 7.433 27 0.14% 7.50 6. 6260 cr Proposed DP9 8200 z LS Y puI_ ST Ls 0O O s� z -*t SB14� v FR���\LPRE9��T s ti _PO Al, ;;5 Legend LS Lift Sta LS Lift Sta Proposea newer iviain >- Force Main Gravity Main Future PAC Area MExempt Future PAC QPotential Area To Be Included CTR Ultimate Boundary SB13 A� v s� DP10 LS COLUMBUSI; C CD IT x a SB12 (SID W RICHARDSON���:` w a FOUNDATION) ? m US w JQ� w j m w O � ��� -Y-- m PANSY � OHO - ,O4 Q g ��� ��� W co � R/"/A/ z G-ER O D- LL, O DP9 } a m o n Z SB11 (JDL Property) �DP7 ST FRANCIS VILLAGE • = y i DP8 SB10 (Walsh Ranch LP) • ;�, SB5 (Existing on 'i .� Septic) ` DP6 Ut • SB9 (Walsh SB2 (CTR Section 3) Ranch LP) SB4 (Existing on Septic) SB6 (Walsh SB8 (Walsh Ranch LP) Ranch LP) • FM 1902 :P3 •DP2 DP4 SB3 (Rock SB7 Creek) SB1 (Cadence Property DP1 Multifamily • Development) STEWART FELTZ NearMap 3/24/2021 COPYRIGHT IO CITY IO FORT WORTH Offs i to Sewer Main - CTR FORT WORTH UNAUTHORIZED REPRODUCTION IS A VIOLATION OF APPLICABLE LAWS. THIS DATA IS TO BE USED FORA GRAPHICAL REPRESENTATION ONLY. THE ACCURACY IS NOT TO BE TAKEN / USED AS DATA PRODUCED FCI' WATER ENGINEERING PURPOSES OR BYA REGISTERED PROFESSIONAL LANE A SURVEYOR. THE CITY OF FORT WORTH ASSUMES NO RESPONSIBILITY 0 500 t,000 z,000 I V FOR THE ACCURACY OF SAID DATA. Feet