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HomeMy WebLinkAboutCT 11-04; Quarry Creek - Part 2; Drainage Report; 2015-05-29APPENDIX 7 Curb Inlet Sizing Analysis QUARRY CREEK Inlet Location Node Proposed Condition 100 Year Discharge (cfs) Channel Slope (ft/ft) y, Actual Depth (ft) Velocity (ft/s) Lj, Length required for full capture* Length of opening Efficiency Haymar 310 4.7 0.0774 0.28 5.12 14.09 14 100% Haymar 312 1.4 0.0774 0.2 3.93 5.18 5 100% Adobe Springs Road 720 5.1 0.0226 0.33 3.25 13.59 14 100% Adobe Springs Road 784 1.7 0.01 0.28 1.51 5.10 5 100% Adobe Springs Road 748 1.8 0.01 0.29 1.58 5.27 5 100% 14.7 * Equation for opening length required for fi 6.9 __ QAPPROACH ^ 0.1{a + yf'^ QUARRY CREEK Curb Inlets in Sag Inlet Location Node Proposed Condition 100 Year Discharge (cfs) h, Height of Opening (in) H, Ponded Depth ^ (in) H/h Q/L Ratio^ LT, Length Required for Full Capture, (ft) Length of Opening (ft) Haymar 317 6.2 6 9.9 1.65 1.70 3.67 4 Haymar 320 7.6 6 9.9 1.65 1.70 4.47 5 El Salto Fall Street 314 2.7 6 9.9 1.65 1.70 1.59 4 El Salto Fall Street 315 3.8 6 9.9 1.65 1.70 2.24 4 Marron Road 534 5,5 6 9.9 1.65 1.70 3.24 4 Marron Road 708 15.0 6 9.9 1.65 1.70 8.82 9 Marron Road 711 6.9 6 9.9 1.65 1.70 4.04 4 Adobe Springs Road 723 1.0 6 9.9 1.65 1.70 0.61 4 Adobe Springs Road 724 2.5 6 9.9 1.65 1.70 1.47 4 Adobe Springs Road 736 5.1 6 9.9 1.65 1.70 3.00 4 Adobe Springs Road 740 2.9 6 9.9 1.65 1.70 1.69 4 Notes: (1) Assumed a depth of 9.9 inches. The depth is below the San Diego Regional Standard B-Type inlet opening deminsion. (2) Ratio was derived from Chart 1-103.6C from the City of San Diego Drainage Design Manual. Worksheet for 310 Friction Method Solve For Ingut'l^^a J' • Channel Slope Discharge Section Definitions Manning Formula Normal Depth 0.07740 ft/ft 4.70 ftVs litaln(ft) tation (ft)' *i ' ' •-IjVinr " r^iiyMpn^jl • "* af 0+00 0+05 0+06 0+06 0+07 0+23 0.60 0.50 0.50 0.00 0.13 0.45 Roughness Segment Definitions tart Station (0+00, 0.60) (0+05, 0.50) (0+07, 0.13) (0+05, 0.50) (0+07, 0.13) (0+23, 0.45) 0.030 0.015 0.018 Options il f; current Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method Robultb Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method 0.00 to 0.60 ft IliiiB .1... 0.28 ft 0.92 fl^ 9.47 ft 0.10 ft Bentley Systems, Inc. Haestad Methods SolBtedd^GHtaMrMaster VSI (SELECTseries 1) [08.11.01.03] 12/2/201410:47:29 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA+1-203-755-1666 Page lof 2 Worksheet for 310 Top Width 9.26 ft Normal Depth 0.28 ft Critical Depth 0.39 ft Critical Slope 0.00825 ft/ft Velocity 5.12 ft/s Velocity Head 0.41 ft Specific Energy 0.69 ft Froude Number 2.86 Flow Type Supercritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data ;!' i j|P|lp|i|i;S;j|ll|HlB Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Nonnal Depth 0.28 ft Critical Depth 0.39 ft Channel Slope 0.07740 ft/ft Critical Slope 0.00825 ft/ft •liiiiii!! Bentley Systems, Inc. Haestad Methods SolBeaU^eMMrMaster VSi (SELECTseries 1) [0S.11.01.03] 27 siemons Company Drive Suite 200 W Watertown, CT 06795 USA+1-203-755-1666 Page 2 of 2 12/2/2014 10:47:29 AM Cross Section for 310 Project Desci-iption Friction Method Solve For Input Data Channel Slope Normal Depth Discharge Cross Section Image Manning Formula Normal Depth 0.07740 ft/ft 0.28 ft 4.70 ft'/s 0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 O.OO -0.10 -0.20 0+00 0+02 0+04 0+06 0+08 0+10 0+12 Station 0+14 0+16 0+18 0+20 0+22 12/2/2014 10:48:05 AM Bentley Systems, Inc. Haestad Methods SolBeoH4$eHkwMaster VSI (SELECTseries 1) [08.11.01.03] 27 siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page lof 1 Worksheet for 312 Friction Method Solve For input Ddta.^ Channel Slope Discharge Section Definitions Manning Formula Normal Depth 0.07740 ft/ft 1.40 ft»/s Ml 4. %1R Station (ft) ElcvatrqnE(ftij 0+00 0+05 0+06 0+06 0+07 0+23 0.60 0.50 0.50 0.00 0.13 0.45 Roughness Segment Definitions start Station (0+00, 0.60) (0+05, 0.50) (0+07, 0.13) (0+05, 0.50) (0+07, 0.13) (0+23, 0.45) 0.030 0.015 0.018 Options • ' uurreni Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method •Results Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method igiBiiiS't^jSiaiauiiiig 0.00 to 0.60 ft i:;iI:Ml: 0.20 ft 0.36 ft2 5.55 ft 0.06 ft Bentley Systems, inc. Haestad Methods SolBfiaUdScHnvMaster VBi (SELECTseries 1) [08.11.01.03] 12/2/201410:48:20 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 312 Top Width Normal Depth Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type gv'^rijDUt DaK' Downstream Depth Length Number Of Steps GVF Outcut Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Supercritical » * if. 5.40 ft 0.20 ft 0.27 ft 0.00938 ft/ft 3.93 ft/s 0.24 ft 0.44 ft 2.69 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ft/s Infinity ft/s 0.20 ft 0.27 ft 0.07740 ft/ft 0.00938 ft/ft m BenUey Systems, Inc. Haestad Methods SolBtaUd^eniwMaster VSi (SELECTseries 1) [OS.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 12/2/201410:48:20 AM Cross Section for 312 Project Description Friction Method Solve For Iriput Data Channel Slope Normal Depth Discharge Cross Section Image Manning Formula Normal Depth 0.07740 ft/ft 0.20 ft 1.40 ftVs 0+00 0+02 0+04 0+06 0+08 0+10 0+12 0+14 0+16 0+18 0+20 0+22 Station 12/2/2014 10:48:36 AM Bentley Systems, Inc. Haestad Methods SolBtaHri^dNiwMaster VSi (SELECTseries 1) [08.11.01.03] 27SlemonsCompany Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page lof 1 Worksheet for 708 - Runoff from Node 702 ProjocJPesrnprion Friction Method Solve For Input Data Channel Slope Discharge Section Definitions : > Manning Formula Normal Depth 0.01710 ft/ft 7.90 ft'/s Station (ft) v.- t iS" Elevation (ft)' -'l ii 0+00 0+05 0+06 0+06 0+07 0+23 0.60 0.50 0.50 0.00 0.13 0.45 Roughness Segment Definitions Start Station Ending Station- 's IE ft £•1 i|. Roughness Coefficient (0+00, 0.60) (0+05, 0.50) (0+07, 0.13) (0+05, 0.50) (0+07, 0.13) (0+23, 0.45) 0.030 0.015 0.018 Options uurrent Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method Results Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method 0.00 to 0.60 ft 0.40 ft 2.44 ft^ 15.74 ft 0.15 ft 5/18/2015 12:40:15 PM Bentley Systems, Inc. Haestad Methods SolBeoU^cHtawMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203^755-1666 Page lof 2 Worksheet for 708 - Runoff from Node 702 Ri,bults ^ * Top Width Normal Depth Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output'Data '^>\ Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope *'1 Supercritical 15.44 ft 0.40 ft 0.45 ft 0.00780 ft/ft 3.24 ft/s 0.16 ft 0.57 ft 1.44 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ft/s Infinity ft/s 0.40 ft 0.45 ft 0.01710 ft/ft 0.00780 ft/ft 5/18/2015 12:40:15 PM Bentley Systems, Inc. Haestad Methods SoiB6aUdpfitiwMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Cross Section for 708 - Runoff from Node 702 Project Des-iif'tio'i Friction Method Solve For Input Data Channel Slope Normal Depth Discharge Cross Section'lma'ge Manning Formula Nonnal Depth 0.01710 ft/ft 0.40 ft 7.90 ftVs O.BO 0.70 o.eo 0.50 0.40; 0.30 o.2o; o.io; 0.00; -O.io; -0.20: 0-K>D 0+02 0+04 0+<« 0+OB 0+10 0+12 Station 0+14 0+16 0+15 0+20 0+22 Bentley Systems, Inc. Haestad Methods SolBeott^JeMnvMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA+1-203-755-1666 Page lof 1 5/18/2015 12:40:32 PM Worksheet for 720 Project-Description Friction Method Solve For InJput^Data ./' Channel Slope Discharge Section Definitions Manning Formula Normal Depth 0.02260 ft/ft 5.10 nvs •• •* C-Station (ft)'" Elevation (ft) 4:" 0+00 0+05 0+06 0+06 0+07 0+23 0.60 0.50 0.50 0.00 0.13 0.45 Roughness Segment Definitions I 1 Start Station Ending Station 'Roughness Coefficient (0+00, 0.60) (0+05, 0.50) (0+07, 0.13) (0+05, 0.50) (0+07, 0.13) (0+23, 0.45) 0.030 0.015 0.018 Options current Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method Results Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method 0.00 to 0.60 ft 0.34 ft 1.57 ft' 12.56 ft 0.13 ft 5/18/2015 12:37:42 PM Bentley Systems, Inc. Haestad Methods SolBtea^EHtawMaster VSI (SELECTseries 1) [08.11.01.03] 27SiemonsCompany Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page lof 2 Worksheet for 720 Results Top Width 12.30 ft Normal Depth 0.34 ft Critical Depth 0.40 ft Critical Slope 0.00825 ft/ft Velocity 3.25 ft/s Velocity Head 0.16 ft Specific Energy 0.51 ft Froude Number 1.60 Flow Type Supercritical GVF Input Dat^'; *>.' Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 iGV*F Output;pataft": 1 Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 0.34 ft Critical Depth 0.40 ft Channel Slope 0.02260 ft/ft Critical Slope 0.00825 ft/ft 5/18/2015 12:37:42 PM Bentley Systems, Inc. Haested Methods SolBeaU^enMirMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA+1-203-755-1666 Page 2 of 2 Cross Section for 720 Project I^BcJri'ption " 1 Friction Method Manning Formula Solve For Nonnal Depth InpjtData.^ f- V' .n2s> • • |||i!^M^Sj|;i^i^^ilii|;/f Channel Slope 0.02260 ft/ft Normal Depth 0.34 ft Discharge 5.10 ft'/s Cross Section Image -. OBO 0.70 0.60 0.50 c 0.40 o ta > 0.30 m 020 OIO 0.00 -0.10 -0.20 O+OO 0+02 0+04 04€€ O+OB 0+10 0+12 0+14 0+16 0+18 0+20 0+22 Station 5/18/2015 12:38:01 PM Bentley Systems, Inc. Haestad Methods SolBbati^ennvMaster VSI (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page lot 1 Worksheet for 748 jwp '•'^njU'^'" " "'!L|!"J;"aE!PP T Pkojept^pes^flp^pn • Friction Method Solve For Channel Slope Discharge Section Definitions lliii Manning Fonnula Normal Depth Mil -da. 0.01000 ft/ft 1.80 ft'/s 'ft..i,: • 0+00 0+05 0+06 0+06 0+07 0+23 0.60 0.50 0.50 0.00 013 0.45 Roughness Segment Definitions 'fi Ending Station (0+00, 0.60) (0+05, 0.50) (0+07, ai3) (0+05, 0.50) (0+07, 0.13) (0+23, 0.45) 0.030 0.015 0.018 bptiffhs'S Mill uurreni Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius OOO to 0.60 ft 0.29 ft 0.97 ft' 9.72 ft 0.10 ft 12/2/2014 10:49:51 AM Bentley Systems, inc. Haestad Methods SolBeaUd^MnirMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for 748 yt:.ttiaai.'. i: Top Width 9.51 ft Nonnal Depth 0.29 ft Critical Depth 0.29 ft Critical Slope 0.00938 ft/ft Velocity 1.86 ft/s Velocity Head 0.05 ft Specific Energy 0.34 ft Froude Number 1.03 Flow Type Supercritical G^F lnf5uJ;D.ata ' ^ alll^lilllilHIiiiii? §•': Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 iGVF^jPutput Data^ri..' IH Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 0.29 ft Critical Depth 0.29 ft Channel Slope 0.01000 ft/ft Critical Slope 0.00938 ft/ft Bentiey Systems, Inc. Haestad Methods SolBtaU^eHtawMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 12/2/2014 10:49:51 AM Cross Section for 748 Project Description Friction Method Solve For Input Data Channel Slope Normal Depth Discharge Cross Section image Manning Formula Normal Depth 0.01000 ft/ft 0.29 ft 1.80 ft'/s O+OO 0+02 0+04 0+06 0+08 0+10 0+12 0+14 0+16 0+18 0+20 0+22 Station 12/2/2014 10:50:03 AM Bentley Systems, Inc. Haestad Methods SolBtiati^cHtawMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page lof 1 Worksheet for 784 ProjeQt'D,escnption Friction Method Solve For Manning Fonmula Normal Depth Channel Slope Discharge Section Definitions 0.01000 m 1.72 ftVs 0+00 0+05 0+06 0+06 0+07 0+23 0.60 0.50 0.50 0.00 0.13 0.45 Roughness Segment Definitions (0+00, 0.60) (0+05, 0.50) (0+07, 0.13) (0+05, 0.50) (0+07, 013) (0+23, 0.45) uurreni Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method 0.00 to 0.60 ft 0.28 ft 0.93 K' 9.54 ft OIO ft 0.030 0.015 0.018 tm Bentley Systems, Inc. Haestad Methods SolBtetjd$encwMaster VSI (SELECTseries 1) [08.11.01.03] 12/2/201410:49:23 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA+1-203-755-1666 Page 1 of 2 Worksheet for 784 itiiij Top Width 9.33 ft Normal Depth 0.28 ft Critical Depth 0.29 ft Critical Slope 0.00942 ft/ft Velocity 1.85 ft/s Velocity Head 0.05 ft Specific Energy 0.34 ft Froude Number 1.03 Flow Type Supercritical GX'F Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 •lyl^ufflfiDal^ m Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Nonnal Depth 0.28 ft Critical Depth 0.29 ft Channel Slope 0.01000 ft/ft Critical Slope 0.00942 ft/ft mimiisesmummiimtvi^ • 12/2/201410:49:23 AM Bentiey Systems, Inc. Haestad Methods SolBttoUd^cfiMrMaster VSI (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Cross Section for 784 Project Deseription Friction Method Solve For Input Data Channel Slope Normal Depth Discharge Crosis Section Image Manning Formula Normal Depth 0.01000 ft/ft 0.28 ft 1.72 ft'/s O+OO 0+02 0+04 0+06 0+08 0+10 0+12 Station 0+14 0+16 0+18 0+20 0+22 12/2/2014 10:49:40 AM Bentley Systems, Inc. Haestad Methods SolBttaU^EnnvMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA+1-203-755-1666 Page lot 1 APPENDIX 8 Rip Rap Sizing Quarry Creek Storm Drain System Outlet Location Outlet Diameter Velocity Rock Gradation Min. Length (ft) Min. Width (ft) T (ft) Notes Storm Drain System Outlet Location (ft) (fps) Rock Gradation Min. Length (ft) Min. Width (ft) T (ft) Notes UNE Al 5 15 HON 20 15 5.4 Refer to Impact Basin Calculation for Une Al. (SDRSD D-41) UNE Bl DBS 1.5 11.9 1/4 TON 10 9 2.7 Refer to Impact Basin Calculation for Une Bl. (SDRSD D-41) UNE B2 DBS 3 8.6 NO. 2 BACKING 10 9 2.7 SDRSD D-40 LINE Dl DBl 3 NO. 2 BACKING 12 9 1.1 SDRSD D-40 - Acting as equalizer pipe. UNE El DB3-2A 3 7 NO. 2 BACKING 12 9 2.7 SDRSD D-40 UNEGl DB4 5 9.1 NO. 2 BACKING 20 15 2.7 Refer to Velocity Ring Energy Dissipation Calculation for Une GI. (APWA Standard Plan Drawing 383-1) UNE H DB3-3 2.5 7.1 NO. 2 BACKING 10 7.5 2.7 SDRSD D-40 Node 240 Node 240 Brow Ditch: Type D 12.4 NO. 2 BACKING 10 6 1.1 SDRSD D-40 Node 540 Node 542 Brow Ditch: Type D 13.8 NO. 2 BACKING 10 6 1.1 SDRSD D-40 UNE 3 3.5 1/2 TON No change in riprap size. Flowrate is less than as- built flowrate. DWG 470-5A. UNE 4 3.5 1/2 TON No change in riprap size. Flowrate is less than as- built flowrate. DWG 470-5A. UNE 5 5 1/2 TON No change in riprap size. Flowrate is less than as- built flowrate. DWG 470-5A. W=6ft., andT=l.lft. SDA1RR.WSW Printed: 3/17/2015 "Modified: 3/17/2015 9:38:38 AMIAM Tl QUARRY CREEK T2 STORM DRAIN Al T3 100-YEAR STORM SO R 3X R R DX R R R R R :x R R :x R R R :x R DX R R DX R WE SH 1000.000 1023.120 1027.120 1063.390 1119.590 1123.590 1167.280 1182.770 1266.510 1312.830 1332.640 1336.640 1407.650 1434.220 1438.220 1611.200 1676.030 1700.020 1704.020 100 1871.260 101 1875.260 101 2056.610 102 2312.670 103. 2318.670 104, 2368.920 109, 2368.920 109, 2368.920 109, 85 85 85 87 89 89 91 91 95 96 97 97 97 97 98 99 99 99 EVENT 360 480 810 150 040 340 910 000 710 080 410 790 920 250 220 580 710 040 040 370 440 950 280 11 200 11 200 12 200 12 14 730 15 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .500 8.600 85.810 10 ,500 100.040 ,400 101.370 109.200 CD 1 4 1 .000 5.000 .000 .000 .000 .00 CD 2 4 1 .000 3.000 .000 .000 .000 .00 CD 3 4 1 .000 5.000 .000 .000 .000 .00 CD 4 4 1 .000 5.000 .000 .000 .000 .00 CD 5 4 1 .000 5.000 .000 .000 .000 .00 CD 6 4 1 .000 1.500 .000 .000 .000 .00 CD 7 4 1 .000 5.000 .000 .000 .000 .00 CD 8 4 1 .000 1.500 .000 .000 .000 .00 CD 9 4 1 .000 5.000 .000 .000 .000 .00 CD 10 4 1 .000 5.000 .000 .000 .000 .00 .000 .000 0 90.0 000 .000 .000 0 64.400 .000 0 .000 .000 0 4.329 .000 0 .000 .000 0 13.611 .000 0 .000 .000 0 81.371 .000 0 .000 .000 0 .000 .000 0 74.301 .000 0 1.057 .000 0 -90.0 000 -7.371 .000 0 -90.0 000 -7.993 .000 0 .000 .000 0 .000 -56.000 -56.000 0 P;\2468,20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 1 of 2 SDA1RR.WSW Printed: 3/17/2015 ^ Modified: 3/17/2015 9:38:38 AM5^M CD 11 4 1 .000 5.000 .000 .000 .000 .00 CD 12 4 1 .000 5.000 .000 .000 .000 .00 CD 14 4 1 .000 4.000 .000 .000 .000 .00 CD 15 4 1 .000 5.000 .000 .000 .000 .00 Q 195.300 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 2 of 2 SDA1RR.0UT ^Wnted:4/1=7/2t)15 Modified: 3/17/2015 9:39:16 AM AM 0 FILE: SDAIRR.WSW Date: 3-17-2015 Time: PAGE 1 9:39: 0 WSPGW- CIVILDESIGN Version 14.06 Progr'am Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN Al 100-YEAR STORM EVENT ***********+***************** + ******************************** *^<^; + + * + * Station L/Elem 1000.000 23.120 1023.120 DUNCT STR 1027.120 36.270 1063.390 56.200 1119.590 DUNCT STR 1123.590 43.690 1167.280 15.490 Invert Elev Ch Slope 85.360 .0052 85.480 .0825 85.810 .0369 87.150 .0336 89.040 .1725 89.730 .0369 91.340 .0368 Depth (FT) 2.539 2.461 2.318 2.337 2.351 2.429 2.497 Water Elev :4c ;^ 4:3(c 87.899 87.941 88.128 89.487 91.391 92.159 93.837 Q (CFS) 215.80 215.80 207.20 207.20 207.20 207.20 207.20 Vel Vel (FPS) Head SF Ave 21.55 7.21 .0275 22.42 7.81 -I- .0309 23.26 8.40 .0324 23.02 8.23 -I- .0316 22.84 8.10 .0296 21.90 7.45 -I- .0267 21.14 6.94 -I- .0249 Energy Grd.El. HF 95.11 .64 95.75 .12 96.53 1.18 97.71 1.78 99.49 .12 99.61 1.17 100.77 .39 Super Elev SE Dpth .00 2.54 .00 2.46 2.32 1.64 3.98 .00 2.35 .00 2.43 .34 2.84 Critical Depth Froude N 4.17 2.68 4.17 2.85 4.10 3.07 4.10 3.02 4.10 2.99 4.10 2.81 4.10 2.66 Flow Top Width Norm Dp 5.00 5.00 5.00 4.99 2.24 4.99 2.30 4.99 5.00 2.24 5.00 2.24 Height/ Dia.-FT "N" 5.000 .013 .013 .013 5.000 .013 5.000 .013 5.000 .013 5.00e .013 Base Wt or l.D. X-Fall .000 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 0 0 0 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 1 of 7 SDA1RR.0UT Printed: 3/17/2015 Modified: 3/17/2015 9:39:1.6 AMAM ' I 1182.770 -I 35.205 91.910 -I .0369 2.528 94.438 207.20 20.81 I 6.72 101.16 -I- .0230 .81 1217.975 93.209 27.500 .0369 13 FILE: SDAIRR.WSW 4.10 2.53 2.60 2.24 .013 .00 III I I I I I I I 2.620 95.829 207.20 19.88 6.14 101.97 .00 4.10 4.99 5.000 .000 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I .0203 .56 2.62 2.43 2.24 .013 .00 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN Al 100-YEAR STORM EVENT *+********************************************************* 5.00 2.24 4.99 2.24 5.000 .013 5.000 .013 000 .00 00 00 00 1 .0 I- PIPE I 1 .0 I- PIPE PAGE 2 Date: 3-17-2015 Time: 9:39: 0 Station L/Elem 1245.475 21.035 1266.510 12.896 1279.406 13.833 1293.239 10.979 1304.219 8.611 Invert Elev Ch Slope 94.224 .0369 95.000 .0369 95.476 .0369 95.987 .0369 96.392 .0369 Depth (FT) 2.722 2.830 2.915 3.033 3.158 Water Elev 96.946 97.830 98.391 99.020 99.550 Q (CFS) 207.20 207.20 207.20 207.20 207.20 Vel (FPS) Vel Head SF Ave 18.96 5.58 -I- .0179 18.07 5.07 -I- .0161 17.43 4.72 -I- .0144 16.62 4.29 -I- .0128 15.85 3.90 -I- .0113 Energy Grd.El. HF 102.53 .38 102.90 .21 103.11 .20 103.31 .14 103.45 .10 Super Elev SE Dpth 2.72 .26 3.09 .24 3.15 .21 3.25 .19 3.35 Critical Depth Froude N 4.10 2.25 4.10 2.09 4.10 1.98 4.10 1.83 4.10 1.70 Flow Top Width Norm Dp 4.98 2.24 4.96 2.24 4.93 2.24 4.88 2.24 4.82 2.24 Height/ Dia.-FT "N" 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 Base Wt or l.D. X-Fall ^ 3)c 9|c :^ 9|c 3^ 4^ .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch :)c ^ 4^ ^ ^ 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE 0 P;\2468,20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 2 of 7 Printed: 3/17/2015 SDA1RR.0UT. Modified: 3/17/2015 9:39:16 AM AM 1312.830 19.810 1332. em DUNCT STR 1336.640 33.218 1369.858 37.792 96.710 .0187 97.080 .0825 97.410 .0054 97.588 .0054 3.292 3.425 3.904 3.724 100 002 207.20 15.11 1 _ 3.55 1 .0101 100 505 207.20 14.45 1 3.24 - 1 .0083 101 314 207.20 12.60 1 2.46 - 1 -.0073 101 312 207.20 13.21 -1- 2.71 103.55 .20 103.75 .03 103.78 .24 104.02 .00 4.10 4.74 5.000 .000 .00 1 .0 3.29 1.57 2.74 .013 .00 .00 PIPE .00 4.10 4.64 5.000 .000 .00 1 .0 4.03 1.45 .013 .00 .00 PIPE .20 4.10 4.14 5.000 .000 .00 1 .0 4.11 1.11 5.00 .013 .00 .00 PIPE .24 4.10 4.36 5.000 .000 .00 1 .0 3.96 1.23 5.00 .013 .00 .00 PIPE 0 FILE: SDAIRR.WSW PAGE 3 Date: 3-17-2015 Time: 9:39: 0 I No Wth IPrs/Pip .0082 .31 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN Al 100-YEAR STORM EVENT I Invert | Depth i Water | Q | Vel Vel | Energy | Super |Critical[Flow Top|Height/[Base Wt| Station j Elev | (FT) j Elev | (CFS) j (FPS) Head j Grd.El.j Elev j Depth | Width |Dia.-FT|or I.D.j ZL -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR I II I I'l I I I I I I i 1407.650 97.790 3.560 101.350 207.20 13.85 2.98 104.33 .00 4.10 4.53 5.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- I- 26.570 .0049 .0090 .24 3.56 1.34 5.00 .013 .00 .00 PIPE Illll I I I I I I I I 1434.220 97.920 3.442 101.362 207.20 14.38 3.21 104.57 .00 4.10 4.63 5.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- I- DUNCT STR .0825 .0079 .03 3.44 1.44 .013 .00 .00 PIPE Illll I I I I I I I I 1438.220 98.250 4.101 102.351 207.20 12.02 2.24 104.60 .00 4.10 3.84 5.000 .000 .00 1 .0 -I- -1- -I- -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- I- 59.684 .0056 .0061 .36 4.10 1.00 4.47 .013 .00 .00 PIPE I Type Ch P;\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 3 of 7 r SDA1RR.0UT 1497.904 113.296 1611.200 17.079 1628.279 HYDRAULIC 1628.279 7.591 1635.870 40.160 1676.030 98.585 .0056 99.220 .0056 99.315 DUMP 99.315 .0056 99.357 .0056 99.580 Printed:.,3/17/2015 4.332 4.395 4.395 3.812 3.780 3.612 102.917 103.615 103.710 103.127 103.137 103.192 -*Modified: 3/17/ftl5 9:39:1'6 AMI^^M 207 20 11 46 1 2.04 1" .0058 207 20 11 33 . 1 1.99 1 .0057 207 20 11 33 -1- 1.99 207 20 12 90 1 2.58 1 -.0074 207 20 13 01 1 2.63 1 -.0079 207 20 13 64 -1- 2.89 104.96 .65 105.61 .10 105.70 105.71 .06 105.76 .32 106.08 23.990 .0054 0 FILE: SDAIRR.WSW .0086 .21 .00 4.10 3.40 5.000 .000 .00 1 .0 4.33 .88 4.47 .013 .00 .00 PIPE .13 4.10 3.26 5.000 .000 .00 1 .0 4.53 .84 4.52 .013 .00 .00 PIPE .13 4.10 3.26 5.000 .000 .00 1 .0 .22 4.10 4.26 5.000 .000 .00 1 .0 4.03 1.17 4.52 .013 .00 .00 PIPE .23 4.10 4.29 5.000 .000 .00 1 .0 4.01 1.19 4.52 .013 .00 .00 PIPE .01 4.10 4.48 5.000 .000 .00 1 .0 3.62 1.31 5.00 .013 .00 .00 PIPE PAGE 4 Date: 3-17-2015 Time: 9:39: 0 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN Al 100-YEAR STORM EVENT ************************************************************************ ******** Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. Super 1 Critical]Flow Top[Height/[Base Wt Elev 1 Depth 1 Width |Dia.-FT|or l.D. -1 - -1 - 1 1 ZL |No Wth 1Prs/Pip L/Elem Ch Slope ******** ********* ********* _ SF Ave HF 1 1 1 1 SE Dpth1Froude N|Norm Dp | "N" | X-Fall fill ZR 9)c :fc ^ :<{( >{c jType Ch 1700.020 99.710 3.515 103.225 207.20 14.05 3.06 106.29 llli .00 4.10 4.57 5.000 .000 1111 .00 1 .0 1 DUNCT STR .0825 .0076 .03 |- -|- -j- -|- 3.54 1.38 .013 .00 .00 1 - PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 4 of 7 SDAIRROUT Printed: 3/17/2015 Modified: 3/17/2015 9:39:16 AlVl' AM 1704.020 51.414 1755.434 115.826 1871.260 DUNCT STR 1875.260 118.494 1993.754 62.856 2056.610 33.424 2090.034 222.636 2312.670 100.040 .0060 100.347 .0060 101.040 .0825 101.370 .0059 102.069 .0059 102.440 .0059 102.637 .0059 103.950 4.088 4.202 4.202 4.498 4.236 4.082 3.996 3.996 104.128 104.549 105.242 105.868 106.305 106.522 106.633 107.946 205.70 11 97 1 2.22 1 .0061 205.70 11 68 1 2.12 1 .0060 205.70 11 68 1 2.12 - 1 • .0055 195.30 10 50 1 1.71 - 1 -.0051 195.30 11 01 1 1.88 1 .0055 195.30 11 38 . 1 2.01 1 .0058 195.30 11 61 1 2.09 - 1 -.0059 195.30 11. 61 -1- 2.09 106.35 .31 106.67 .69 107.36 .02 107.58 .61 108.19 .35 108.53 .19 108.73 1.31 110.04 .01 4.09 .01 4.21 .00 4.21 4.50 .01 4.24 4.08 .00 4.00 5.00 DUNCT STR .0550 la FILE: SDAIRR.WSW 4.09 1.00 4.09 .94 4.09 .94 3.99 .74 3.99 .87 3.99 .95 3.99 1.00 3.99 1.00 3.86 4.20 3.66 4.20 3.66 3.01 3.99 3.60 3.99 3.87 4.00 4.01 4.00 4.01 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 5.00 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN Al 100-YEAR STORM EVENT I Invert j Depth j Water | Q | Vel Vel | Energy | Super [Critical|Flow Top|Height/|Base Wtj 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 5 Date: 3-17-2015 Time: 9:39: 0 I No Wth P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 5 of 7 SDA1RR.0UT Printed:'3/1 W20t5^ ::& Modifitcl: 3/17/2015 9:39:16 AM AM station L/Elem 2318.670 6.420 2325.090 7.962 2333.053 6.759 2339.812 5.765 2345.577 4.910 2350.487 4.162 2354.649 3.523 2358.172 2.940 2361.113 2.412 Elev Ch Slope 104.280 .0979 104.909 .0979 105.688 .0979 106.350 .0979 106.914 .0979 107.395 .0979 107.803 .0979 108.148 .0979 108.436 .0979 (FT) 2.286 2.345 2.433 2.526 2.623 2.725 2.833 2.946 3.066 Elev 106.566 107.254 108.121 108.876 109.538 110.120 110.636 111.094 111.502 (CFS) 195.30 195.30 195.30 195.30 195.30 195.30 195.30 195.30 195.30 (FPS) Head SF Ave 22.32 7.74 .0293 21.59 7.24 .0263 20.59 6.58 .0232 19.63 5.98 -I- 18.71 17.84 17.01 16.22 15.47 .0204 5.44 .0180 4.94 .0159 4.49 .0140 4.09 .0124 3.71 .0110 Grd.El. HF 114.30 .19 114.49 .21 114.70 .16 114.86 .12 114.98 .09 115.06 .07 115.13 .05 115.18 .04 115.22 .03 Elev SE Dpth ******* .00 2.29 .00 2.35 .00 2.43 .00 2.53 .00 2.62 .00 2.73 .00 2.83 .00 2.95 Depth Froude N 3.99 3.07 2.97 3.99 2.83 3.99 2.63 3.99 2.45 3.99 2.28 3.99 2.12 3.99 1.97 3.99 1.83 3.99 1.69 Width Norm Dp 4.98 1.67 4.99 1.67 5.00 1.67 5.00 1.67 4.99 1.67 4.98 1.67 4.96 1.67 4.92 1.67 4.87 1.67 Dia.-FT "N" 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.00e .013 5.000 .013 or l.D. X-Fall 3|c:4c :^ * 9)c 9|c 9}c .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR * + * * + 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 00 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 6 of 7 r SDA1RR:0UT Printed: 3/17/2015 '3/17/20t5 9:39:16"^l\MAM PAGE 6 Date: 3-17-2015 Time: 9:39: 0 3 FILE: SDAIRR.WSW WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN Al 100-YEAR STORM EVENT I Invert Station | Elev L/Elem |Ch Slope ****************** Depth (FT) 2363 .525 1 108.672 3 194 111 866 1 1 .939 1 .0979 2365 1 .464 1 108.862 3 330 112 192 1 1 .502 1 .0979 2366 1 .966 . 1 109.009 3.475 112.484 1 1 .072 1 .0979 2368 1 038 1 109.114 3 632 112 746 1 655 1 .0979 2368 1 694 109.178 3 803 112 981 1 .226 .0979 -1- WALL ENTRANCE 2368 1 920 109.200 3. 994 113. 194 Water Elev Q (CFS) 195.30 195.30 195.30 195.30 195.30 195.30 Vel (FPS) Vel Head SF Ave 14.75 14.06 13.41 12.78 12.19 11.61 3.38 .0098 3.07 .0087 2.79 .0077 2.54 .0069 2.31 .0062 2.09 Energy Grd.El. HF 115.24 .02 115.26 .01 115.27 .01 115.28 115.29 115.29 Super Elev SE Dpth Critical Depth Froude N Flow Top Width Norm Dp ******** Height/ Dia.-FT "N" ******* .00 3.99 4.80 5.000 .000 .00 1 .0 3.19 1.57 1.67 .013 .00 .00 PIPE .00 3.99 4.72 5.000 .000 .00 1 .0 3.33 1.44 1.67 .013 .00 .00 PIPE .00 3.99 4.60 5.000 .000 .00 1 .0 3.48 1.33 1.67 .013 .00 .00 PIPE .00 3.99 4.46 5.000 .000 .00 1 .0 3.63 1.22 1.67 .013 .00 .00 PIPE .00 3.99 4.27 5.000 .000 .00 1 .0 3.80 1.11 1.67 .013 .00 .00 PIPE .00 3.99 4.01 5.000 .000 .00 0 .0 Base wt or l.D. X-Fall 3lc :{c 3|c ^ ^ jf; sfc ZL ZR No Wth Prs/Pip Type Ch P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_A\Riprap Page 7 of 7 SDB1RR.WSW ^ Printed: 3/17/2015 : 3/12/20154:16:07 prPM Tl QUARRY CREEK T2 STORM DRAIN SYSTEM SDBl T3 100-YEAR STORM EVENT SO 1000 000 85.080 1 85.080 R 1002 890 85.700 1 .013 .000 .000 0 R 1059 400 109.670 1 .013 .000 .000 0 R 1092 230 110.000 1 .013 .000 .000 0 WE 1092 230 110.000 2 .500 SH 1092 230 110.000 2 110.000 CD 1 4 1 .000 1.500 000 .000 .000 .00 CD 2 4 1 .000 1.500 000 .000 .000 .00 Q 8.200 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 1 of 1 FILE: SDBl.WSW Printed: 3/17/2Qt5-^ SDB1RR;0UT Modified: 3/12/2015 4:16:38iiPM Date: 3-12-2015 Time WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN SYSTEM SDBl 100-YEAR STORM EVENT ************************************************************************************************************************** Station L/Elem 1000.000 2.890 1002.890 14.050 1016.941 11.019 1027.960 6.412 1034.372 4.434 1038.806 3.325 1042.132 2.620 Invert Elev Ch Slope 85.080 .2145 85.700 .4242 91.660 .4242 96.334 .4242 99.054 .4242 100.935 .4242 102.345 .4242 Depth (FT) .363 .356 .363 ,375 .388 .401 .415 Water Elev 3]c^:4c:{c^)fe3|c!4e^ 85.443 86.056 92.023 96.709 99.442 101.336 102.760 Q (CFS) 8.20 8.20 8.20 8.20 8.20 8.20 8.20 Vel (FPS) Vel Head SF Ave 24.89 9.62 .3857 25.56 10.14 -I- .3847 24.85 9.59 -I- .3462 23.69 8.72 -I- .3026 22.59 7.92 -I- .2647 21.54 7.20 -I- .2315 20.54 6.55 -I- .2027 Energy Grd.El. HF 95.07 1.11 96.20 5.41 101.61 3.81 105.42 1.94 107.37 1.17 108.54 .77 109.31 .53 Super Elev SE Dpth .00 .36 .00 .36 .00 .36 .00 .38 .00 .39 .00 .40 .00 .42 Critical Depth Froude N 1.11 8.66 1.11 8.98 1.11 8.64 1.11 8.09 1.11 7.57 1.11 7.09 1.11 6.63 Flow Top Width Norm Dp 1.28 .42 1.28 .35 1.29 .35 1.30 .35 1.31 .35 1.33 .35 1.34 .35 Height/ Dia.-FT "N" ^ a): :4c 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 Base Wt or l.D. X-Fall .000 .00 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE .0 .0 .0 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 1 of 5 Printed: 3/17/2015 -SDBl RR.QUT i^t:lii|i8purf^. .. Modified: 4:16:38 PM¥M I 1044.751 103.456 -I- -I 2.133 .4242 I I 1046.884 104.361 .430 103.886 .445 104.806 8.20 19.58 5.95 109.84 I 1.11 .1775 .38 I 8.20 18.67 .43 6.21 I .00 1.774 .4242 0 FILE: SDBl.WSW 1.11 5.81 1.36 .35 1.37 .35 1.500 .013 1.500 .013 .000 .00 .0 I- .00 PIPE I I 000 .00 1 .0 -I- I- .00 .00 PIPE PAGE 2 5.41 110.22 -I- -I- -I- -I- .1553 .28 .45 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Nuraber: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN SYSTEM SDBl 100-YEAR STORM EVENT ** + **** + ** + * + ***)|cj}c)ic******* + *********** + + * + ***** + + *>|c + *:^cs|c3(c)|c Date: 3-12-2015 Time: 4:16:24 Station L/Elem 1048.658 1.496 1050.154 1.277 1051.431 1.099 1052.530 .956 1053.486 .833 Invert Elev Ch Slope 105.114 .4242 105.748 .4242 106.290 .4242 106.756 .4242 107.161 .4242 Depth (FT) .460 .476 .493 .511 .529 Water Elev 105.574 106.224 106.783 107.267 107.690 Q (CFS) 8.20 8.20 8.20 8.20 8.20 Vel (FPS) Vel Head SF Ave 17.80 4.92 -I- .1359 16.97 4.47 -I- .1190 16.18 4.07 -I- .1043 15.43 3.70 -I- .0915 14.71 I 3.36 .0802 Energy Grd.El. HF 110.49 .20 110.70 .15 110.85 .11 110.96 .09 111.05 .07 Super Elev SE Dpth .00 .46 .00 .48 .00 .49 .00 .51 .00 .53 Critical Depth Froude N 1.11 5.44 1.11 5.08 1.11 4.76 1.11 4.45 1.11 4.16 Flow Top Width Norm Dp 1.38 .35 1.40 .35 1.41 .35 1.42 .35 1.43 .35 Height/ Dia.-FT "N" ******* 1.500 .013 1.500 .0X3 1.500 .013 1.500 .013 1.500 .013 Base Wt or l.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch >|( 3|e 3)c ;|e ^ ^ :4c 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 .00 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 2 of 5 Printed; 3/17/2015 SDB1RR.0UT iiiP ?'Sl2/2015?4i^6:38 PM PM 1054.319 107.515 .548 .731 .4242 1055.050 107.825 .567 .638 .4242 1055.688 108.095 .588 .563 .4242 1056.251 108.334 .609 .493 .4242 108.063 108.392 108.684 108.944 8.20 8.20 8.20 8.20 .00 1.11 1 44 1.500 .000 .00 1 .0 .55 3.89 35 .013 .00 .00 PIPE .00 1.11 1 45 1.500 .000 .00 1 .0 .57 3.63 35 .013 .00 .00 PIPE .00 1.11 1 46 1.500 .000 .00 1 .0 .59 3.39 35 .013 .00 .00 PIPE .00 1.11 1 47 1.500 .000 .00 1 .0 .61 3.17 35 .013 .00 .00 PIPE a FILE: SDBl.WSW PAGE 3 Date: 3-12-2015 Time: 4:16:24 .0475 .02 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN SYSTEM SDBl 100-YEAR STORM EVENT ************************************************************************************************************************** ******** Depth I Water | Q | Vel Vel j Energy j Super |Critical!Flow Top|Height/jBase Wtj |No Wth (FT) I Elev I (CFS) I (FPS) Head j Grd.El.j Elev \ Depth | Width jDla.-FT|or l.D.j ZL jprs/Pip -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I L/Elem jch Slope i j | I SF Avej HF |SE Dpth|Froude N|Norm Dp j "N" | X-Fallj ZR jType Ch ********* j ********* I ******** I ********* I ********* I ******* I ******* I ********* I ******* I ******** I ******** I ******* I ******* I ***** I ******* I Invert Station Elev 1056.744 108.544 -I- -I .436 .4242 I I 1057.180 108.728 -j- -I .383 .4242 1 I 1057.563 108.891 .632 109.176 1 .20 11.59 1- .655 109.383 .679 109.570 I 8.20 11.05 8.20 10.54 .334 .4242 1 2.09 111.26 .00 1.11 1.48 1.500 -I- -I- -I- -I- -1- .0417 .02 .63 2.96 .35 .013 Illll 1.90 111.28 .00 1.11 1.49 1.500 -1- -I- -I- -I- -I- .0366 .01 .66 2.76 .35 .013 Illll 1.72 111.29 .00 1.11 1.49 1.500 -j- -I- -I- -I- -I- .0322 .01 .68 2.57 .35 .013 .000 .00 -I- .00 .00 I .000 .00 -I- .00 .00 I .000 .00 -I- .00 .00 1 .0 I- PIPE I 1 .0 I- PIPE I 1 .0 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 3 of 5 iiiiliiilliiiiiliii^ Printed: 3/17/2015 SDB1RR.0U1 1057 897 109.032 .705 294 .4242 1058 191 109.157 .731 254 .4242 1058 445 109.265 .759 221 .4242 1058 666 109.359 .788 188 .4242 1058 854 109.438 .819 .161 .4242 1059 .015 109.506 .851 .133 .4242 109.737 109.888 110.024 110.147 110.258 110.358 8.20 8.20 8.20 8.20 8.20 8.20 10.05 9.58 9.13 8.71 8.30 7.92 1.57 .0283 1.43 .0249 1.30 .0220 1.18 .0194 1.07 .0171 .97 111.31 .01 111.31 .01 111.32 .00 111.32 .00 111.33 .00 111.33 .00 1.11 1.50 1.500 .000 .00 1 .0 .71 2.40 .35 .013 .00 .00 PIPE .00 1.11 1.50 1.500 .000 .00 1 .0 .73 2.23 .35 .013 .00 .00 PIPE .00 1.11 1.50 1.500 .000 .00 1 .0 .76 2.08 .35 .013 .00 .00 PIPE .00 1.11 1.50 1.500 .000 .00 1 .0 .79 1.94 .35 .013 .00 .00 PIPE .00 1.11 1.49 1.500 .000 .00 1 .0 .82 1.80 .35 .013 .00 .00 PIPE .00 1.11 1.49 1.500 .000 .00 1 .0 .85 1.67 .35 .013 .00 .00 PIPE FILE: SDBl.WSW PAGE 4 Date: 3-12-2015 Time: 4:16:24 .0151 .00 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN SYSTEM SDBl 100-YEAR STORM EVENT ************************************************************************************************************************** ******** Super jCritical I Flow Top|Height/]Base Wt| |No Wth Elev j Depth j Width ]Dia.-FT]or I.D.j ZL jprs/Pip -1- -]- -I- -I- -I- -I ]SE DpthIFroude N]Norm Dp ] "N" ] X-Fall| ZR |Type Ch ******* I ******** I ******** I ******* I*******!***** j******* I I llli .00 1.11 1.48 1.500 .000 .00 1 .0 Invert Depth Water Q Vel Vel Energy | Station Elev (FT) Elev (CFS) (FPS) Head - Grd.El. ] L/Elem Ch Slope _ SF Ave HF ] 3{c:4(:4::4:=4'^^^4: ^:4;:)e}t::4c;{c4:^:4< ******* ******* :4; ^ ^ >(; :4c 3(c )]c :4c 1 1059.148 109.563 -I- -I .108 .4242 .885 110.448 8.20 7.55 •I- .88 -I .0133 111.33 .00 .89 1.55 .35 .013 .00 .00 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 4 of 5 SDB1RR.dUT 1059.256 109.609 -I- .083 .4242 I 1059.339 109.644 -I- .061 .4242 I 1059.400 109.670 -I- 17.813 .0101 I 1077.213 109.849 -I- 12.939 .0101 I 1090.152 109.979 -I- 2.078 .0101 WALL ENTRANCE I 1092.230 110.000 Printed: 3/17/2015 .921 .960 1.001 1.014 1.059 1.110 110.530 110.604 110.671 110.863 111.038 111.110 8.20 8.20 8.20 8.20 8.20 8.20 5.85 7.20 .80 .0118 6.86 .73 .0105 6.54 .66 .0097 6.44 .64 -I- .0090 6.14 .59 -I- .0080 .53 111.33 .00 111.34 .00 111.34 .17 111.51 .12 111.62 .02 111.64 Modified:-.3/J2/2015 4:16:38 PM,PM BP* .00 1 1.11 1 1.46 1.500 .000 .00 1 .0 .92 1 1.44 1 .35 .013 .00 .00 PIPE .00 1 1.11 1 1.44 1.500 .000 .00 1 .0 .96 - 1 1.33 1 .35 .013 .00 .00 PIPE .00 1 1.11 1 1.41 1.500 .000 .00 1 .0 1.00 - 1 1.22 1 1.00 .013 .00 .00 PIPE .00 1 1.11 1.40 1.500 .000 .00 1 .0 1.01 1.19 1 1.00 .013 .00 .00 PIPE .00 1 1.11 1 1.37 1.500 .000 .00 1 .0 1.06 -1 1.10 1.00 .013 .00 .00 PIPE .00 1 1.11 -1 1.32 1.500 .000 .00 0 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGV\ASD_B\Riprap Page 5 of 5 ^ V .,r-^^-~- SDB2RR^S,«r , Printed: 5/14/2015 '""t,;. ^„., 'Mbllified: 5/14/20j5 2:08:13JM;eM Tl QUARRY CREEK T2 STORM DRAIN AT STA. 32+81.14 - SDB2 T3 100-YEAR STORM DRAIN SO 1000 000 116.770 1 R 1049.470 117.140 1 .013 DX 1053.470 117.470 3 2 .013 4 100 117.470 R 1105 020 117.730 3 .013 WE 1105 020 117.730 4 .500 SH 1105.020 117.730 4 117.730 CD 1 4 1 .000 3 000 000 .000 .000 .00 CD 2 4 1 .000 1 500 000 .000 .000 .00 CD 3 4 1 .000 3 000 000 .000 .000 .00 CD 4 4 1 .000 3 000 000 .000 .000 .00 Q 35.000 .0 .000 .000 0 -90.0 .000 .000 .000 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 1 of 1 0 FILE: SDB2RR.WSW ||;|g^i^P*'***^*^'" gQg2RR OUT Printed: 5/14/2015 Modified: 5/14/2015 2:08:5iW PM PAGE 1 Date: 5-14-2015 Time: 2: 8:35 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN AT STA. 32+81.14 - SDB2 100-YEAR STORM DRAIN ******************************************************************************************jf::)<**#*j(( + + + :f:*3j:^:j(-(:5}.!jC5jc:(c5j(:)e:(e)j:^ ******** Station Invert Elev Depth (FT) Water ] Elev j L/Elem ^:4i;^%^:4;:4c:4^:4' Ch Slope :4c:4(:4'^^=f'^=4'^ 9)c:4c3|c3fc:>)c:4c))c;fc *********! 1000 000 116.770 1.841 118.611 25 339 .0075 1025 339 116.960 1.872 118.832 20 314 .0075 1045 653 117.111 1.950 119.062 3 817 .0075 1049. 470 117.140 2.035 119.175 DUNCT STR .0825 1053. 470 117.470 2.165 119.635 25. 262 .0050 1078. 732 117.597 2.071 119.669 21.909 .0050 1100. 641 117.708 1.985 119.693 4. 379 .0050 Q (CFS) 39.10 39.10 39.10 39.10 35.00 35. 35.00 Vel Vel (FPS) Head SF Ave 8.60 1.15 -I- .0069 1.10 8.43 8.04 7.66 6.41 6.72 7.05 .0064 1.00 .0057 .91 .0045 .64 .0039 .70 .0043 .77 .0046 Energy Grd.El. HF 119.76 .18 119.93 .13 120.06 .02 120.09 .02 120.27 .10 120.37 .09 120.46 .02 Super Elev SE Dpth .00 1.84 Critical Depth Froude N :4c34'^=4^=t=^!)'% 2.04 1.21 Flow Top Width Norm Dp ******** 2.92 1.81 .00 2.04 2.91 3.000 .000 1.87 1.18 1.81 .013 .00 .00 2.04 2.86 3.000 .000 1.95 1.09 1.81 .013 .00 .00 2.04 2.80 3.000 .000 2.04 1.00 .013 .00 .00 1.92 2.69 3.000 .000 2.16 .79 1.92 .013 .00 .00 1.92 2.77 3.000 .000 2.07 .86 1.92 .013 .00 .00 1.92 2.84 3.000 .000 1.99 .94 1.92 .013 .00 Height/ Dia.-FT "N" :4:9{c :)c :4c :4c :f: :4c 3.000 .013 Base Wt or l.D. X-Fall .000 .00 ZL ZR 00 00 00 00 00 00 00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch :4c :4c :4c ^ :|c :^ 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 0 0 0 0 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 1 of 2 :^ ....^^^^^f^-- SDBJBU.QUT .'-^^-^^V; Printed:'5/14/2015 ModiMcl: 5/J4/2015.2408:51 PM PM- WALL ENTRANCE i j ] j I I I I I I I I I 1105 020 117.730 1.968 119.698 35.00 7.12 .79 120.49 .00 1.92 2.85 3.000 .000 .00 0 .0 -]- -]- -1- -]- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 13 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_B\Riprap Page 2 of 2 SDE1RR.WSW Printed: 5/14/2015 Modified: 5/14/20154:53:13 PM PM Tl QUARRY CREEK T2 STREET 'B' STORM DRAIN SDEl T3 100-YEAR STORM EVENT SO R DX R DX R DX R DX R R R DX R DX R DX R R DX R DX R DX R DX R WE SH CD CD CD CD CD CD CD CD 1000.000 97.000 1 1020.910 97.120 1 .013 1024.910 97.450 12 .013 3.800 1052.160 97.590 1 .013 1056.160 97.950 3 4 .013 3.100 1213.640 98.740 3 .013 1217.640 99.070 7 .013 1489.250 111.040 7 .013 1493.250 111.370 9 8 .013 1.100 1589.760 114.800 9 .013 1632.330 116.300 9 .013 1696.910 118.600 9 .013 1700.910 118.930 10 .013 1797.770 123.170 10 .013 1801.770 128.600 12 11 .013 0.001 1836.270 128.770 12 .013 1840.270 129.100 12 12 .013 3.400 1885.930 130.100 12 .013 2130.750 136.000 12 .013 2136.750 136.500 12 .013 2173.570 136.680 12 .013 2179.570 137.180 12 .013 2442.030 138.490 12 .013 2446.030 138.820 12 .013 2560.410 139.390 12 .013 2564.410 139.720 12 12 .013 6.200 2601.910 142.250 12 .013 2601.910 142.250 13 .500 2601.910 142.250 13 97.450 97.910 111.370 128.600 129.100 139.720 1 2 3 4 5 6 7 8 .000 .000 .000 .000 .000 .000 .000 .000 142.250 3 000 .000 .000 .000 .00 1 500 .000 .000 .000 .00 2 500 .000 .000 .000 .00 1 500 .000 .000 .000 .00 1 500 .000 .000 .000 .00 1 500 .000 .000 .000 .00 1 500 .000 .000 .000 .00 1 500 .000 .000 .000 .00 52 -16 000 90.0 000 90.0 90 000 90.0 000 818 000 000 90.0 000 90.0 334 000 000 100 000 90.0 000 90 •90 000 0 .000 000 0 90.000 000 0 000 0 .000 000 0 000 0 000 0 90.00 000 0 -90.000 000 0 39.000 000 0 000 0 -39.000 000 0 40.000 000 0 000 0 66.000 000 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 1 of 2 SDE1RR.WSW Printed: 5/14/2015 Modified: 5/14/20154:53:13 PM PM'^ CD 9 4 1 .000 1.500 .000 .000 .000 .00 CD 10 4 1 .000 1.500 .000 .000 .000 .00 CD 11 4 1 .000 1.500 .000 .000 .000 .00 CD 12 4 1 .000 1.500 .000 .000 .000 .00 CD 13 4 1 .000 1.500 .000 .000 .000 .00 CD 14 4 1 .000 2.000 .000 .000 .000 .00 CD 15 4 1 .000 2.000 .000 .000 .000 .00 7.600 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 2 of 2 SDE1RR.0UT Printed: 5/14/2015 Modified 5/14/2015 4:53:45 PM.PM., 0 FILE: SDEIRR.WSW PAGE 1 Date: 5-14-2015 Time: 4:53:33 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'B' STORM DRAIN SDEl 100-YEAR STORM EVENT ************************************************************************************************************************** Station L/Elem 1000.000 17.065 1017.065 3.845 1020.910 DUNCT STR 1024.910 10.832 1035.742 8.874 1044.616 6.444 1051.060 1.100 Invert Elev Ch Slope :4::)c»fc:4:>|c:4:>|c;)c>{c 97.000 .0057 97.098 .0057 97.120 .0825 97.450 .0051 97.506 .0051 97.551 .0051 97.584 .0051 Depth (FT) :4c:4c)(c4;:4c3)c:f:3{; 1.520 1.557 1.619 1.716 1.650 1.588 1.529 Water Elev sjc +s|c+ * + 98.520 98.655 98.739 99.166 99.156 99.139 99.113 Q (CFS) 25.20 25.20 25.20 21.40 21.40 21.40 21.40 Vel (FPS) Vel Head SF Ave 7.01 .76 -I- .0052 6.80 .72 -I- .0047 6.47 .65 -I- .0035 5.12 .41 -I- .0028 5.37 .45 -I- .0032 5.63 .49 .0036 5.91 .54 .0039 Energy Grd.El. HF 99.28 .09 99.37 .02 99.39 .01 99.57 .03 99.60 .03 99.63 .02 99.66 Super Elev SE Dpth :4; ^ :4c :4' * ^ * .00 1.52 .00 1.56 .00 1.62 .00 1.72 1.65 .00 1.59 .00 1.53 Critical Depth Froude N 1.62 1.13 1.62 1.08 1.62 1.00 1.49 .76 1.49 .82 1.49 .88 1.49 .95 Flow Top Width Norm Dp 3.00 1.50 3.00 1.50 2.99 2.97 1.41 2.98 1.41 2.99 1.41 3.00 1.41 Height/ Dia.-FT "N" ^ :4: :4: :^ 3(c :4c 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .00 .000 .00 ZL ZR :4c:4' 4c ^ ^ 00 00 00 00 00 00 00 00 00 00 00 00 00 3)c:4(i|c:4ij|c4:^4c No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 0 0 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Pagel of 10 Printed: 5/14/2015 SDE1RR.0UT Modified: 5/14/2015 4:53:45 ,PM PM 1052.160 -I DUNCT STR I 1056.160 97.590 -I .0900 I 97.950 1.513 1.367 99.103 99.317 21.40 5.99 .56 99.66 18.30 6.66 I .69 100.01 12.885 .0050 0 FILE: SDEIRR.WSW 1.31 1.49 -I- 2.82 .97 I .00 1.45 -I- 1.12 2.49 3.000 .013 2.500 •I-1.44 .013 .000 .00 -1- .00 .00 I .000 .00 -I- .00 .00 1 .0 I- PIPE I 1 .0 PIPE PAGE 2 Date: 5-14-2015 Time: 4:53:33 .0063 .08 1.37 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'B' STORM DRAIN SDEl 100-YEAR STORM EVENT ************************************************************************************************************************** ******** Station L/Elem 1069.045 12.726 1081.771 12.173 1093.943 11.193 1105.136 10.843 1115.980 10.187 Invert Elev Ch Slope :4c:4c:4(3)c:4c3)c:4c4<:!lc 98.015 .0050 98.078 .0050 98.140 .0050 98.196 .0050 98.250 .0050 Depth (FT) :4c:4c:4c^>)C3tc>|c:4c 1.319 1.270 1.224 1.179 1.137 Water Elev :4c4c:4!4c:ji:^3)c34:3!c 99.334 99.349 99.364 99.375 99.387 Q (CFS) 18.30 18.30 18.30 18.30 18.30 Vel (FPS) Vel Head SF Ave 6.96 7.30 7.66 8.03 8.42 .75 .0071 .83 .0080 .91 .0091 1.00 .0104 1.10 .0118 Energy Grd.El. HF 100.09 .09 100.18 .10 100.27 .10 100.38 .11 100.49 .12 Super Elev SE Dpth :4c :f; :4c :4' >k 4^ ^ .00 1.32 .00 1.27 1.22 .00 1.18 .00 1.14 Critical Depth Froude N 1.45 1.20 1.45 1.29 1.45 1.38 1.45 1.48 1.45 1.59 Flow Top Width Norm Dp ******** 2.50 1.44 2.50 1.44 2.50 1.44 2.50 1.44 2.49 1.44 Height/ Dia.-FT "N" 2.500 .013 2.500 .013 2.500 .013 2.500 .013 2.500 .013 Base Wt or l.D. X-Fall >4c ^ =4^ 3|c ^ :4c ^ .000 .00 .00 .000 .00 .000 .00 .000 .00 ZL ZR + + * + * 00 00 00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 0 0 0 P:\2468,20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 2 of 10 SDE1RR.0UT Printed: 5/14/2015 1126 167 98.301 1.096 9 763 .0050 1135 930 98.350 1.057 9 367 .0050 1145 297 98.397 1.020 8 915 .0050 1154.211 98.442 .984 8 576 .0050 99.397 99.407 99.417 99.426 18 30 8 83 1 1.21 - 1 -.0134 18 30 9 27 1 1.33 1 .0153 18 30 9 72 1 1.47 - 1 -.0174 18 30 10 19 -1- 1.61 .0199 100.61 .13 100.74 .14 100.88 .16 101.04 .17 Modiffed: 5/14/201.5:4:53:45 PM RM I .00 1.45 2.48 2.500 .000 .00 1.10 1.70 1.44 .013 .00 .00 .00 1.45 2.47 2.500 .000 .00 1.06 1.83 1.44 .013 .00 .00 .00 1.45 2.46 2.500 .000 .00 1.02 1.96 1.44 .013 .00 .00 .00 1.45 2.44 2.500 .000 .00 .98 2.10 1.44 .013 .00 .00 1 .0 I- PIPE I 1 .0 I- PIPE I 1 I- PIPE 0 .0 FILE: SDEIRR.WSW PIPE PAGE Date: 5-14-2015 Time: 4:53:33 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'B' STORM DRAIN SDEl 100-YEAR STORM EVENT ****************************************************************************************************************++*+****** ******** ( Invert | Depth ] Water ] Q ] Vel Vel ] Energy ] Super ]Critical]Flow Top]Height/]Base Wt] ]No Wth Station ] Elev ] (FT) j Elev j (CFS) ] (FPS) Head j Grd.El.] Elev ] Depth ] Width joia.-FT]or l.D.j ZL jprs/Pip -I- -I- -I- -I- -I- -]- -]- -]- -]- -I- -I- -I- -I- -] L/Elem |Ch Slope ] ] | | SF Ave] HF ]SE Dpth]Froude N]Norm Dp ] "N" ] X-Fall] ZR ]Type Ch I + + * + + + + * + + * + + + + + + + + + * I ********* I ********* ******* ******* ********* ******* I ******** I ******** I ******* I ******* I ***** 1162 787 1 98.485 8 - 1 - 194 1 .0050 1170 1 981 1 98.526 7 -1 844 1 .0050 1178 1 825 1 98.565 7 1 557 .0050 .950 .917 .885 99.435 99.443 99.450 : j ******* I I 18.30 10.69 18.30 11.21 1.77 101.21 -I- .0226 .19 I 1.95 101.40 18.30 11.76 .0258 .20 I 2.15 101.60 -I- .0295 .22 .00 1 1 1.45 1 2 43 2.500 1 1 .000 1 .00 1 1 .95 1 1 1 2.24 1 1 44 1 - - 1 .013 1 1 - 1 .00 1 .00 1 1 .00 1 1 1 1.45 2 41 1 1 2.500 1 1 1 .000 1 .00 1 1 .92 1 1 2.40 1 1 44 1 1 .013 1 1 1 .00 1 .00 1 1 .00 1 1 1 1.45 1 2 39 1 1 2.500 1 1 1 .000 1 .00 1 1 .89 1 2.57 1 44 1 - 1 - .013 -1 - .00 .00 1 .0 ]- PIPE I 1 .0 I- PIPE I 1 .0 PIPE I- P:\2468,20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 3 of 10 SDE1RR.0UT Priiiteil5il2(a5' MSclified: 5/14/2015 4:53:45 PM PM 1186.382 98.603 .855 7. 211 .0050 1193. 594 98.639 .825 6.954 .0050 1200 547 98.674 .797 6 674 .0050 1207 221 98.708 .770 6 419 .0050 1213 640 98.740 .745 DUNCT STR .0825 1217 .640 99.070 1.043 48 .942 .0441 99.458 99.465 99.471 99.478 99.485 100.113 18.30 12. 33 1 2.36 1 .0336 18.30 12 94 1 2.60 1 .0384 18.30 13 57 1 2.86 1 .0438 18.30 14 23 1 3.14 - 1 -.0500 18.30 14.92 3.46 .0487 18.30 13 .95 3.02 - ] -]-- 1 101.82 .24 102.06 .27 102.33 .29 102.62 .32 102.94 .19 103.14 .00 1.45 2.37 2.500 .000 .00 1 .0 .86 2.75 1.44 .013 .00 .00 PIPE .00 1.45 2.35 2.500 .000 .00 1 .0 .83 2.94 1.44 .013 .00 .00 PIPE .00 1.45 2.33 2.500 .000 .00 1 .0 .80 3.14 1.44 .013 .00 .00 PIPE .00 1.45 2.31 2.500 .000 .00 1 .0 .77 3.36 1.44 .013 .00 .00 PIPE .00 1.45 2.29 2.500 .000 .00 1 .0 .74 3.59 .013 .00 .00 PIPE .00 1.45 1.38 1.500 .000 .00 1 .0 1.04 2.52 1.04 .013 .00 .00 PIPE 0 FILE: SDEIRR.WSW PAGE 4 Date: 5-14-2015 Time: 4:53:33 .0441 2.16 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'B' STORM DRAIN SDEl 100-YEAR STORM EVENT *********************************************************************************************************************** ******** 1 Invert Station | Elev -I- L/Elem ]Ch Slope ********* j ********* I 1266.582 101.227 -I- -I 97.026 .0441 ] Depth Water Q Vel Vel Energy | 1 (FT) Elev (CFS) (FPS) Head Grd.El.] SF Ave HF 1 1 ******** ********* ********* ******* *********[ 1.043 102.270 18.30 13.95 •I- 3.02 105.29 -I- .0439 4.26 Super ]Critical]Flow Top]Height/]Base Wtj Elev j Depth 1 Width jDia.-FTjor I.D.j ZL -I- -]- -I- -I- -I- - SE Dpth]Froude NjNorm Dp ] "N" ] X-Fallj ZR ******* I ******** I ******** I ******* I ******* I***** I ] I I I .00 1.45 1.38 1.500 .000 .00 1.04 2.52 1.04 .013 .00 .00 jNo Wth 1Prs/Pip I jType Ch j ******* 1 1 .0 I- PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 4 of 10 1363.608 82.165 1445.773 27.899 1473.672 15.578 1489.250 DUNCT STR 1493.250 1.998 1495.248 94.512 1589.760 42.570 1632.330 105.503 .0441 109.124 .0441 110.353 .0441 111.040 .0825 111.370 .0355 111.441 .0355 114.800 .0352 116.300 Printed:-5/14/2015 SDE1RR.0UT 1.046 1.094 1.145 1.203 1.081 1.081 1.098 1.123 106.549 110.218 111.499 112.243 112.451 112.522 115.898 117.423 18.30 18.30 18.30 18.30 17.20 17.20 17.20 17.20 13.90 13.25 12.64 12.05 12.62 12.62 12.41 I- 12.12 3.00 .0413 2.73 .0370 2.48 .0333 2.25 .0336 2.47 .0355 2.47 .0348 2.39 .0333 2.28 I- 109.55 3.40 112.95 1.03 113.98 .52 114.50 .13 114.92 .07 114.99 3.29 118.29 1.42 119.70 Modified: 5/14/2015 4i53;45 PMffl ' .00 1.05 .00 1.09 .00 1.15 .00 1.20 .00 1.08 .00 1.08 .02 1.12 .00 14.129 .0356 0 FILE: SDEIRR.WSW 1.45 2.51 1.45 2.29 1.45 2.09 1.45 1.88 1.44 2.21 1.44 2.21 1.44 2.14 1.44 2.04 1.38 1.04 1.33 1.04 1.27 1.04 1.20 1.35 1.08 1.35 1.08 1.33 1.08 1.30 1.08 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Date: 5-14-2015 Time: 4:53:33 .0318 .45 1.12 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'B' STORM DRAIN SDEl 100-YEAR STORM EVENT ********************************************************************************************** + *************************** Depth ] Water ] Q | Vel Vel j Energy | Super ]Critical]Flow TopjHeight/]Base Wt] 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 5 Invert ]No Wth P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 5 of 10 SDE1RR.0UT Station L/Elem ********* 1646.459 24.641 1671.099 13.684 1684.783 8.290 1693.074 3.836 1696.910 DUNCT STR 1700.910 23.538 1724.448 47.921 1772.369 25.401 1797.770 DUNCT STR Elev Ch Slope 116.803 .0356 117.681 .0356 118.168 .0356 118.463 .0356 118.600 .0825 118.930 .0438 119.960 .0438 122.058 .0438 123.170 1.3575 Printed: 5/14/2015 (FT) ] Elev ] (CFS) Modified: 5/14/20154:53:45 PM PM ******** 1.140 1.196 1.260 1.336 1.442 .986 .978 .938 .902 117.943 118.877 119.428 119.799 120.042 119.916 120.938 122.996 124.072 ********* 17.20 17.20 17.20 17.20 17.20 17.20 17.20 17.20 17.20 (FPS) Head SF Ave 11.93 2.21 11.38 10.85 10.34 9.86 14.78 15.50 .0297 2.01 .0269 1.83 .0247 1.66 .0236 1.51 13.96 3.03 -1- .0459 14.10 3.08 -1- .0494 3.39 .0557 3.73 .0412 Grd.El. HF ********* 120.15 .73 120.89 .37 121.26 .21 121.46 .09 121.55 122.94 1.08 124.02 2.37 126.39 1.41 127.80 .16 Elev SE Dpth .00 1.14 1.20 .00 1.26 .00 1.34 1.50 1.50 .00 .99 .00 .98 .00 .94 1.50 1.50 Depth j Width ]Dia.-FTjor l.D. Froude N 1.44 1.98 1.44 1.79 1.44 1.59 1.44 1.37 1.44 1.00 1.44 2.64 1.44 2.69 1.44 2.91 1.44 3.14 Norm Dp 1.28 1.08 1.21 1.08 1.10 1.08 .94 1.08 .58 1.42 1.00 1.43 1.00 1.45 1.00 1.47 "N" 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .00 .000 .00 .000 .00 .000 ZL ZR * * * ** .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 .0 .0 Prs/Pip Type Ch ******* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 00 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 6 of 10 SDE1RR.0UT Printed: 5/14/2015 Modified: 5/14/20154:53:45 PMf M i FILE: SDEIRR.WSW Date: 5-14-2015 Time: PAGE 6 4:53:33 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'B' STORM DRAIN SDEl 100-YEAR STORM EVENT Station L/Elem 1801.770 1.025 1802.795 33.475 1836.270 DUNCT STR 1840.270 45.660 1885.930 193.439 2079.369 HYDRAULIC 2079.369 9.838 Invert Elev Ch Slope 128.600 .0049 128.605 .0049 128.770 .0825 129.100 .0219 130.100 .0241 134.762 DUMP 134.762 .0241 Depth (FT) ******** 1.442 1.500 2.233 3.039 2.971 1.647 1.109 Water Elev 130.042 130.105 131.003 132.139 133.071 136.409 135.871 Q (CFS) ********* 17.20 17.20 17.20 13.80 13.80 13.80 13.80 Vel Vel (FPS) Head SF Ave ******* I ******* 9.86 1.51 -I- .0242 9.73 1.47 -I- .0259 9.73 1.47 -I- .0220 7.81 .95 -]- .0173 7.81 .95 -]- .0173 7.81 .95 9.85 1.51 .0214 Energy Grd.El. HF 131.55 .02 131.58 .87 132.47 .09 133.09 .79 134.02 3.34 137.36 137.38 .21 Super Elev SE Dpth ******* .00 1.44 .00 1.50 .00 .00 .00 .00 .00 2.97 .00 .00 1.11 Critical Depth Froude N ******** 1.44 1.00 1.44 1.44 .00 1.38 .00 1.38 .00 1.38 1.38 1.68 Flow Top Width Norm Dp ******** .58 1.50 .00 1.50 .00 1.10 .00 1.06 .00 1.32 1.06 Height/ Dia.-FT "N" ******* 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 1.500 .013 Base Wt or l.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 1 .0 0 0 0 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 7 of 10 Printed: 5/14/2015 SDE1RR.0UT Modified: 5/14/2015 4:53:45 PM-PM, 2089.208 134.999 -1- -I 21.977 .0241 I I 2111.184 135.528 1.109 136.108 1.163 136.692 13.80 9.84 1.50 137.61 .0203 .45 13.80 9.39 11.352 .0241 0 FILE: SDEIRR.WSW .00 1.38 -I- 1.11 1.68 I .00 1.38 -]- 1.53 1.32 1.06 1.25 1.06 1.500 .013 1.500 .013 .000 .00 I I- .00 .00 PIPE I .000 00 •I- .00 .00 1.37 138.06 -I- -I- -I- -I- -I- .0183 .21 1.16 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'B' STORM DRAIN SDEl 100-YEAR STORM EVENT ************************************************************************************************************************** PIPE PAGE 7 Date: 5-14-2015 Time: 4:53:33 Station L/Elem ********* 2122.537 6.083 2128.620 2.130 2130.750 DUNCT STR 2136.750 4.213 2140.963 32.607 Invert Elev Ch Slope ********* 135.802 .0241 135.949 .0241 136.000 .0833 136.500 .0049 136.521 .0049 Depth (FT) 1.222 1.290 1.376 1.376 1.500 Water Elev 137.024 137.239 137.376 137.876 138.021 Q (CFS) 13.80 13.80 13.80 13.80 13.80 Vel Vel (FPS) Head SF Ave 8.95 1.24 -1- .0167 8.53 1.13 -I- .0155 8.13 1.03 8.13 1.03 -1- .0155 7.81 .95 -]- .0167 Energy Grd.El. HF 138.27 .10 138.37 .03 138.40 138.90 .07 138.97 .54 Super Elev SE Dpth .00 1.22 .00 1.29 1.50 1.50 .00 1.38 .00 1.50 Critical Depth Froude N 1.38 1.37 1.38 1.21 1.38 1.00 1.38 1.00 1.38 .00 Flow Top Width Norm Dp 1.17 1.06 1.04 1.06 .83 .83 1.50 .00 1.50 Height/ Dia.-FT "N" ******* 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ******** No Wth Prs/Pip Type Ch ******* 00 00 00 00 00 00 00 00 00 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGV\ASD_E\Riprap Page 8 of 10 SDE1RR.0UT Printed: 5/14/2015 Modified: 5/14/2015 4:53:45 PM PM 2173.570 136.680 1. 903 138.583 13 80 7 81 1 .95 DUNCT STR .0833 1 .0173 2179.570 137.180 1. 507 138.687 13 80 7 81 - 1 - .95 262.460 .0050 1 .0173 2442.030 138.490 4. 807 143.297 13 80 7 81 - 1 - .95 DUNCT STR .0825 1 .0173 2446.030 138.820 4. 546 143.366 13 80 7 .81 -]- .95 139.53 .10 139.63 4.53 144.24 .07 144.31 114.380 .0050 ffl FILE: SDEIRR.WSW .00 1.38 .00 1.500 .000 .00 .00 .00 .013 .00 .00 .00 1.38 .00 1.500 .000 .00 .00 .00 1.50 .013 .00 .00 .00 1.38 .00 1.500 .000 .00 4.81 .00 .013 .00 .00 .00 1.38 .00 1.500 .000 .00 4.55 .00 1.50 .013 .00 .00 ] Invert Station j Elev -1- L/Elem ]Ch Slope ********* I ********* ] 2560.410 139.390 -]- -I DUNCT STR .0825 ] I 2564.410 139.720 -I- -I 37.500 .0675 WALL ENTRANCE I I 2601.910 142.250 .0173 1.97 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET "B" STORM DRAIN SDEl 100-YEAR STORM EVENT I Depth j Water j Q ] Vel Vel ] Energy ] Super ]Critical]Flow Top]Height/]Base Wt] I (FT) I Elev 1 (CFS) I (FPS) Head ] Grd.El.| Elev ] Depth j Width ]Dia.-FTjor I.D.] ZL I- -j- -j- -]- -]- -I- -I- -I- -I- -I- -I- -I- • I I j SF Ave] HF ]SE Dpth]Froude NjNorm Dp ] "N" j X-Fall] ZR 1********1*********1*********!*******l*******l*********]*******]********|********]*******!*******]***** 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 8 Date: 5-14-2015 Time: 4:53:33 ]No Wth IPrs/Pip -I I Type Ch ******* j I 5.950 145.340 I I 6.984 146.704 1 1 13.80 7.60 7.81 .95 146.29 -I- -I- .0112 .04 I 4.30 .29 146.99 -I- -I- .0052 .20 .00 1 1 1 38 1 .00 1.500 1 1 .000 1 .00 1 1. .00 1 1 00 1 .013 1 1 .00 1 .00 1 PIPE 1 1 1 .00 1 1 1 1 07 1 .00 1 1 1.500 1 1 1 .000 1. .00 1 1 1. 6.98 .00 .54 .013 .00 .00 1 PIPE 1 4.651 146.901 7.60 4.30 .29 147.19 .00 1.07 1.500 .000 .00 0 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 9 of 10 SDE1RR.0UT Printed: 5/14/2015 Modified: 5/14/2015 4:53:45 PM.-PM P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_E\Riprap Page 10 of 10 SDG1RR.WSW Printed: 5/14/2015 Modified: 5/14/2015 5:16:42 PM^^PM. Tl QUARRY CREEK T2 STORM DRAIN GI T3 100-YEAR STORM EVENT SO R DX R R DX R R R R R DX R DX R R R WE SH CD CD CD CD CD CD CD CD CD CD CD Q 999.330 94.000 11 1036.200 95 600 11 .013 .000 000 0 1041.200 97 .100 3 2 .013 21 800 98. 590 90.0 -90 1068.500 97 .200 3 .013 7 .378 000 0 1111.170 98 .100 3 .013 .000 000 0 1119.170 98 .520 5 4 .013 23.080 1.820 98. 520 98 520 90.0 •90 0 1271.610 99 .280 5 .013 .000 000 0 1287.630 99 360 5 .013 4 .330 000 0 1371.370 99 780 5 .013 .000 000 0 1416.030 100 000 5 .013 -13 .611 000 0 1489.880 100 370 5 .013 .000 000 0 1493.880 100 700 7 6 .013 24 500 100 700 90.0 1594.880 101 210 7 .013 .000 000 0 1598.880 101 540 9 8 9 .013 1 030 2.570 101 540 101 540 90.0 -90 0 1626.530 101 680 9 .013 .000 000 0 1653.320 101.810 9 .013 -8 .165 000 0 1854.680 102 810 9 .013 .000 000 0 1854.680 102 810 9 .013 1854.680 102.810 9 102.810 14 1 000 3 500 000 .000 .000 .00 2 4 1 .000 2 000 000 .000 .000 .00 3 4 1 .000 3 500 000 .000 .000 .00 4 4 2 .000 2 500 000 .000 .000 .00 5 4 1 .000 3 000 000 .000 .000 .00 6 4 1 .000 2 000 000 .000 .000 .00 7 4 1 .000 2 000 000 .000 .000 .00 8 4 1 .000 1 500 000 .000 .000 .00 9 4 1 .000 1 500 000 .000 .000 .00 10 4 1 .000 2 000 000 .000 .000 .00 11 4 1 .000 5 000 000 .000 .000 .00 .000 .000 .000 5.100 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_G\Riprap Page 1 of 1 Printed: 5/14/2015 SDGIRR^OUT Modifild: 5/14/2015 5:-17:14 RM. PM^ 0 FILE: SDGIRR.WSW PAGE 1 Date: 5-14-2015 Time: 5:17: 2 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN GI 100-YEAR STORM EVENT ************************************************************************************************************************** ******** Station L/Elem ********* 999.330 5.900 1005.230 6.772 1012.003 5.566 1017.569 4.584 1022.153 3.739 1025.892 2.995 1028.887 2.408 Invert Elev Ch Slope 94.000 .0434 94.256 .0434 94.550 .0434 94.791 .0434 94.990 .0434 95.153 .0434 95.283 .0434 Depth (FT) 1.660 1.702 1.763 1.826 1.891 1.959 2.031 Water Elev ********* 95.660 95.958 96.313 96.618 96.882 97.112 97.314 Q (CFS) 79.90 79.90 79.90 79.90 79.90 79.90 79.90 Vel Vel (FPS) Head SF Ave 14.02 3.05 .0159 13.54 2.85 12.91 .0142 2.59 12.31 .0124 2.35 11.74 .0109 2.14 11.19 .0095 1.95 10.67 .0084 1.77 .0074 Energy Grd.El. HF 98.71 .09 98.81 .10 98.90 .07 98.97 .05 99.02 .04 99.06 .03 99.08 .02 Super Elev SE Dpth .00 1.66 .00 1.70 .00 1.76 .00 1.83 1.89 .00 1.96 .00 2.03 Critical Depth Froude N 2.53 2.25 2.53 2.14 2.53 2.00 2.53 1.87 2.53 1.75 2.53 1.63 2.53 1.52 Flow Top Width Norm Dp ******** 4.71 1.30 4.74 1.30 4.78 1.30 4.81 1.30 4.85 1.30 4.88 1.30 4.91 1.30 Height/ Dia.-FT "IM" 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.00« .013 5.000 .013 5.000 .013 Base Wt or l.D. X-Fall ******* .000 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR * * * * * 00 00 00 00 00 00 00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_G\Riprap Page 1 of 6 SDG1RR.0UT Printed: 5/14/2015 Modified: 5A14/2015 5:17:14 PM PM I 1031.295 -I 1.873 I 1033.168 •I- 95.387 .0434 I 95.468 2.105 2.182 97.492 97.651 79.90 10.18 79.90 9.70 1.61 -I .0065 I 1.46 99.10 .01 99.11 .00 2.53 -I- 2.11 1.42 4.94 5.000 1.30 .013 I •I- .00 2.53 1.375 .0434 000 .00 -I- .00 .00 I 000 .00 -I- .00 .00 0 FILE: SDGIRR.WSW 4.96 5.000 -]- -I- -I- -I .0057 .01 2.18 1.33 1.30 .013 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING Date: 5-14-2015 Time: QUARRY CREEK STORM DRAIN GI 100-YEAR STORM EVENT ************************************************************************************************************************** Station L/Elem 1034.543 .932 1035.475 .559 1036.035 .165 1036.200 DUNCT STR 1041.200 11.546 Invert Elev Ch Slope 95.528 .0434 95.569 .0434 95.593 .0434 95.600 .3000 97.100 .0037 Depth (FT) ******** 2.263 2.348 2.436 2.530 1.904 Water Elev ********* 97.791 97.917 98.029 98.130 99.004 Q (CFS) ********* 79.90 79.90 79.90 79.90 58.10 Vel (FPS) Vel Head SF Ave *******!******* 9.25 1.33 -I- .0050 8.82 1.21 -]- .0044 8.41 1.10 -I- .0039 8.01 1.00 10.86 1.83 -I- .0106 Energy Grd.El. HF ********* 99.12 .00 99.12 .00 99.13 .00 99.13 100.84 .12 Super Elev SE Dpth .00 2.26 .00 2.35 .00 2.44 5.00 .03 1.93 Critical Depth Froude N ******** 2.53 1.24 2.53 1.15 2.53 1.07 2.53 1.00 2.39 1.55 Flow Top Width Norm Dp ******** 4.98 1.30 4.99 1.30 5.00 1.30 5.00 3.49 2.73 Height/ Dia.-FT "N" 5.000 .013 5.000 .013 5.000 .013 5.000 .013 3.500 .013 Base Wt or l.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR * * * ** .00 .00 .00 1 .0 I- PIPE I 1 .0 ]- PIPE PAGE 2 5:17: 2 No Wth Prs/Pip Type Ch .00 .00 .00 .00 .00 .00 0 0 1 .0 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_G\Riprap Page 2 of 6 SDGIRR:OUT Printed: 5/14/201,5 Modified: 5/14/2015 5:17:14 PM PM 1052.745 97.142 1 851 15 755 .0037 1068 500 97.200 1 783 5 143 .0211 1073 643 97.308 1 805 12 263 .0211 1085 906 97.567 1 875 8 885 .0211 98.993 98.983 99.114 99.442 58 10 11.25 1 1.96 1 .0118 58 10 11.80 1 2.16 1 .0123 58 10 11.61 1 2.09 1 .0113 58 10 -1 11.07 -1- 1.90 .0100 100.96 .19 101.14 .06 101.21 .14 101.34 .09 .03 2.39 3.49 3.500 .000 .00 1 .0 1.88 1.63 2 73 .013 .00 .00 PIPE .00 2.39 3 50 3.500 .000 .00 1 .0 1.78 1.75 1 53 .013 .00 .00 PIPE .00 2.39 3 50 3.500 .000 .00 1 .0 1.81 1.71 1 53 .013 .00 .00 PIPE .00 2.39 3 49 3.500 .000 .00 1 .0 1.88 1.59 1 53 .013 .00 .00 PIPE 0 FILE: SDGIRR.WSW PAGE 3 Date: 5-14-2015 Time: 5:17: 2 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN GI 100-YEAR STORM EVENT ************************************************************************************************************************** ******** ] Invert j Depth ] Water ] Q ] Vel Vel | Energy j Super jCritical]Flow Top|Height/]Base Wtj jNo Wth Station ] Elev (FT) Elev (CFS) ] (FPS) Head j Grd.El.j Elev | Depth ] Width jDia.-FTjor l.D.| ZL jPrs/Pip -1- -j- -]- -]- -]- -]- -]- -1- -I- -I- -]- -]- -I- -1 L/Elem jch Slope | ] | | SF Ave] HF jSE Dpth]Froude NjNorm Dp ] "N" ] X-Fallj ZR ********* I ********* I ******** I ********* I ********* I ******* I*******!*********I ******* I ******** I********!*******]*******I***** jType Ch ******* 1094.790 -1 6.520 ] 1101.311 -] 4.572 ] 1105.883 -I 3.019 97.755 -1 .0211 ] 97.892 -] .0211 ] 97.988 .0211 1.949 2.026 99.704 99.918 58.10 10.55 58.10 10.06 1.73 101.43 -1- .0088 .06 I 1.57 101.49 2.108 100.097 58.10 9.59 I- .0078 .04 1 1.43 101.53 -I- .0069 .02 .00 1 1 2.39 1 3.48 3.500 1 1 .000 1 .00 1 1 .0 -I -1 • 1.95 1 1 - 1 1.48 1 1.53 1 - - 1 - .013 1 1 .00 1 .00 1 PIPE 1 1 1 .00 1 1 1 2.39 1 3.46 1 1 3.500 1 I 1 .000 - 1 - .00 1 1 1 - .0 I -1 2.03 1 1 - 1 1.37 1 1.53 .013 1 1 .00 1 .00 1 PIPE 1 1 1 .00 1 1 1 2.39 1 3.43 1 1 3.500 1 . 1 - 1 .000 - 1 - .00 1 1 1 . .0 2.11 1.27 1.53 .013 .00 .00 1 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_G\Riprap Page 3 of 6 SDG1RR.0UT 1108.902 1.741 1110.643 .527 1111.170 DUNCT STR 1119.170 152.440 1271.610 16.020 1287.630 13.544 98.052 .0211 98.089 .0211 98.100 .0525 98.520 .0050 99.280 .0050 99.360 .0050 Printed: 5/14/2015 2.195 2.287 2.387 3.442 3.060 3.034 100.247 100.376 100.487 101.962 102.340 102.394 Modified: -5/14/2015 '5:17:14 PM'PM=^ 58.10 9. 15 1 1.30 1 -.0061 58.10 8. 72 1 1.18 1 .0054 58.10 8. 31 1 1.07 -1 -.0038 33.20 4. 70 1 .34 1 .0025 33.20 4. 70 1 .34 - 1 -.0025 33.20 4. 70 -1- .34 .0025 101.55 .01 101.56 .00 101.56 .03 102.30 .38 102.68 .04 102.74 .03 .00 2.39 3 38 3.500 .000 .00 1 .0 2.20 1.18 1 53 .013 .00 .00 PIPE .00 2.39 3 33 3.500 .000 .00 1 .0 2.29 1.09 1 53 .013 .00 .00 PIPE .00 2.39 3 26 3.500 .000 .00 1 .0 2.39 1.00 .013 .00 .00 PIPE .00 1.87 00 3.000 .000 .00 1 .0 3.44 .00 1 86 .013 .00 .00 PIPE .00 1.87 00 3.000 .000 .00 1 .0 .00 .00 1 86 .013 .00 .00 PIPE .00 1.87 00 3.000 .000 .00 1 .0 3.03 .00 1 85 .013 .00 .00 PIPE 0 FILE: SDGIRR.WSW PAGE 4 Date: 5-14-2015 Time: 5:17: 2 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN GI 100-YEAR STORM EVENT ************************************************************************************************************************** ******** Super I Critical]Flow Top]Height/]Base Wt] ]No Wth Elev I Depth j Width ]Dia.-FTjor l.D.| ZL ]Prs/Pip Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) _ Vel Head Energy ] Grd.El.] L/Elem ********* Ch Slope ******** ********* ********* ******* SF Ave ******* HF 1 1301.174 99.428 70.196 .0050 3.000 102.428 33.20 4.70 I- .34 102.77 -I- .0023 .16 SE DpthjFroude NjNorm Dp ] "N" j X-Fall] ZR ******* I ******** j ******** I ******* j ******* j ***** 1 I ] I I .00 1.87 .00 3.000 .000 .00 3.00 .00 1.85 .013 .00 .00 [Type Ch I ******* 1 .0 I- PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_G\Riprap Page 4 of 6 SDG1RR.0UT Printed: 5/14/2015 Modified: 5/14/201,5 5:17:1,4 PM,PM 1371.370 99.780 2. 785 44.660 .0049 1416 030 100.000 2 632 39 375 .0050 1455 405 100.197 2.487 32 277 .0050 1487 682 100.359 2 364 2 198 .0050 1489 880 100.370 2 356 DUNCT STR .0825 1493 880 100.700 3 134 101.000 .0050 1594.880 101.210 2 773 DUNCT STR .0825 1598 880 101.540 2 569 27 650 .0051 102.565 102.632 102.684 102.723 102.726 103.834 103.983 104.109 33. 20 4. 85 1 .37 • 1 .0022 33 20 5. 05 1 .40 1 .0023 33 20 5. 30 1 .44 - 1 • .0025 33 20 5. 56 1 .48 •• 1 .0027 33 20 5. 58 1 .48 - 1 • .0021 8 70 2 77 1 .12 .0015 8 70 2 77 1 .12 1 .0019 5 10 2 89 -1- .13 .0024 102.93 .10 103.03 .09 103.12 .08 103.20 .01 103.21 .01 103.95 .15 104.10 .01 104.24 .07 .01 1.87 1 55 3.000 .000 .00 1 .0 2.79 .41 1 87 .013 .00 .00 PIPE .00 1.87 1 97 3.000 .000 .00 1 .0 2.63 .49 1 86 .013 .00 .00 PIPE .00 1.87 2 26 3.000 .000 .00 1 .0 2.49 .56 1 86 .013 .00 .00 PIPE .00 1.87 2 45 3.000 .000 .00 1 .0 2.36 .63 1 86 .013 .00 .00 PIPE .00 1.87 2 46 3.000 .000 .00 1 .0 2.36 .63 .013 .00 .00 PIPE .00 1.05 00 2.000 .000 .00 1 .0 3.13 .00 1 .05 .013 .00 .00 PIPE .00 1.05 .00 2.000 .000 .00 1 .0 2.77 .00 .013 .00 .00 PIPE .00 .87 .00 1.500 .000 .00 1 .0 2.57 .00 .91 .013 .00 .00 PIPE 0 FILE: SDGIRR.WSW PAGE Date: 5-14-2015 Time: 5:17: 2 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN GI 100-YEAR STORM EVENT ************************************************************************************************************************** ******** ] Invert | Depth ] Water ] Q ] Vel Vel ] Energy | Super jCritical]Flow Top]Height/]Base Wtj jNo Wth P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_G\Riprap Page 5 of 6 Printed: 5/14/2015 SDG1RR.0QT Modified: 5/t4/2015 517:14 PM PM ' station j Elev ] (FT) | Elev j (CFS) | (FPS) Head | Grd.El.| Elev ] Depth j Width |Dia.-FTjor l.D.] ZL jPrs/Pip -I- -I- -I- -I- -I- -]- -I- -I- -]- -1- -I- -I- -I- -] L/Elem |Ch Slope ] j j ] SF Ave] HF |SE Dpth]Froude NjNorm Dp | "N" j X-Fall] ZR ]Type Ch ********* I ********* j ******** j )(:******** j ********* j ******* j ******* j ********* j ******* I ******** I ******** j ******* I ******* I ***** I ******* 1 1626.530 101.680 -I- -I 26.790 .0049 I I 1653.320 101.810 -I- -I 201.360 .0050 WALL ENTRANCE I I 1854.680 102.810 2.494 104.174 I I 2.435 104.245 1.910 104.720 5.10 5.10 5.10 2.89 2.89 2.89 1 .13 104.85 1 .13 - 1 - 104.30 - 1 - .00 . 1 .87 1 .00 1.500 1 1 .000 1 .00 1 .0 1 1 .0024 1 .06 1 .00 1 .00 1 .92 1 - - 1 - .013 1 1 - 1 - .00 1 .00 1 - PIPE 1 1 .13 -1 - 1 104.37 _ 1 1 .00 1 1 .87 1 .00 1 1 1.500 1 1 1 .000 1 .00 1 1 .0 1 1 .0024 1 .47 1 2.44 1 .00 .91 1 - - 1 - .013 - 1 - .00 .00 1 - PIPE .00 .87 .00 1.500 .000 .00 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_G\Riprap Page 6 of 6 SDHRR.WSW Printed: 3/16/20T5 ^" Modified: 3/9/2015 "3:57:34 PM PM Tl QUARRY CREEK T2 STORM DRAIN AT STA 11+76.35 STREET B - SDH T3 100-YEAR STORM EVENT SO 1000.000 102.000 1 R 1133.870 102.670 1 013 WE 1133.870 102.670 2 500 SH 1133.870 102.670 2 102.670 CD 14 1 .000 2.500 .000 .000 .000 .00 CD 2 4 1 .000 2.500 .000 .000 .000 .00 Q 25.740 .0 .000 .000 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_H\Riprap Page 1 of 1 SDHRR.QUT Printed: 3/16/2015 Modified: 3/9/20154:00:37 PM PM Date: 3- 9-2015 Time: E FILE: SDHRR.WSW WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN AT STA 11+76.35 STREET B - SDH 100-YEAR STORM EVENT ******************************* **********************^;*^5);^,j(;:tiH=******************************************;|,*3(;^,5|<^j)::);j|t^:);3^:|;^^^^ I Invert j Depth j Water | Q ] Vel Vel j Energy j Super ]CriticaljFlow Top|Height/jBase Wtj Station j Elev j (FT) | Elev j (CFS) j (FPS) Head j Grd.El.] Elev j Depth j Width jDia.-FTjor l.D.j ZL -I- -1- -I- -I- -I- -I- -I- -I- -]- -I- -I- -I- -I- • L/Elem jCh Slope | ] | j SF Ave] HF |SE DpthjFroude NjNorm Dp ] "N" j X-Fallj ZR ********* I ********* I ******** I ********* I ********* I ******* I ******* I ********* I ******* I ********!******** I ** + ;(c + + <: I I ^ j I WALL ENTRANCE I I 1133.870 102.670 -I- -I 1 I 1.833 104.503 25.74 •I- 6.67 .69 105.19 1 1000 000 . 1 102.000 - 1 - 1 729 - 1 - 103.729 1 25 74 1 7 11 1 .78 1 104.51 _ 1 .00 1 1.73 2 31 2.500 1 1 .000 1 11 1 986 1 1 .0050 1 1 1 1 1 1 1 1 1 .0055 1 1 .07 1 1 1.73 1 1.00 1 1 83 1 - 1 .013 1 1 - 1 .00 1 1011 1 986 - 1. 1 102.060 - 1 - 1 1 806 - 1 - 1 103.866 1 25 1 74 1 6 78 1 1 .71 1 1 104.58 1 1 .00 1 1 1.73 1 2 24 1 1 2.500 1 1 1 .000 1 73 1 149 1 1 .0050 1 1 1 1 1 1 1 1 1 .0051 1 1 - .37 1 1 1.81 1 1 .92 1 1 83 1 - - 1 - .013 1 1 - 1 - .00 1 1085 1 135 - 1 - 1 102.426 - 1 - 1 1 832 _ 1 1 104.258 - 1 - 25 1 74 1 6 68 1 _ 1 .69 _ 1 1 104.95 1 1 .00 1 1 1.73 1 2 21 1 1 2.500 1 1 1 .000 1 48 1 735 1 .0050 1 1 1 1 1 .0050 1 .24 1 1.83 1 .89 1 83 1 - 1 - .013 - 1 - .00 I ] j .00 1.73 2.21 2.500 -I- -1- -1- .000 .00 .00 .00 .00 .00 .00 PAGE 1 4: 0:34 jNo Wth IPrs/Pip I I Type Ch j ******* I 1 .0 I- PIPE 1 .0 PIPE I 1 .0 1- PIPE .00 0 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\SD_H\Riprap Page 1 of 1 LINE3RR.WSW Printed: 3/18/2015 Modified: 3/16/2015 5:16:26 PM PM Tl QUARRY CREEK T2 STORM DRAIN LINE3 T3 100-YEAR STORM EVENT SO 887 000 71.260 1 R 926.000 71.460 1 .013 .000 .000 0 DX 930 000 71.790 1 .013 R 978 000 85.230 1 .013 .000 .000 0 DX 982 000 85.560 3 .013 59 000 R 998 000 86.150 3 .013 .000 .000 0 DX 1002 000 86.481 3 .013 R 1138 640 90.970 3 .013 .000 .000 0 DX 1142. 640 91.300 6 5 .013 14.100 96.640 -90.0 000 R 1238. 720 97.120 6 .013 .000 .000 0 DX 1242. 720 97.450 3 .013 0 000 R 1445. 990 99.130 6 .013 .000 .000 0 WE 1445. 990 99.130 8 .500 SH 1445. 990 99.130 8 99.130 CD 1 4 1 .000 3 500 000 .000 .000 .00 CD 2 4 1 .000 3 500 000 .000 .000 .00 CD 3 4 1 .000 2 000 000 .000 .000 .00 CD 5 4 1 .000 2 000 000 .000 .000 .00 CD 6 4 1 .000 2 000 000 .000 .000 .00 CD 7 4 1 .000 2 000 000 .000 .000 .00 CD 8 4 1 .000 2 000 000 .000 .000 .00 Q 11.500 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap Page 1 of 1 LINE3RR.0UT Printed: 3/18/2015 Motlified: 3/16/2015 5:17:16 PM PM^ 0 FILE: LINE3RR.WSW Date: 3-16-2015 Time: WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT *************************************************^C** + ,^***^;,);*;(<^t,^***^^,^;^,(:^<^^^:^^^^^^;^^^^^^^^^ Station L/Elem 887.000 5.595 892.595 6.166 898.761 5.913 904.674 5.664 910.338 5.443 915.781 5.210 920.991 5.009 Invert Elev Ch Slope 71.260 .0051 71.289 .0051 71.320 .0051 71.351 .0051 71.380 .0051 71.408 .0051 71.434 .0051 Depth (FT) .727 .706 .683 .661 .639 .619 .598 Water Elev 71.987 71.995 72.003 72.012 72.019 72.027 72.032 Q (CFS) 25.60 25.60 25.60 25.60 25.60 25.60 25.60 Vel (FPS) Vel Head SF Ave 17.69 4.86 -1- .0767 18.43 5.27 -I- .0869 19.32 5.80 -]- .0995 20.27 6.38 -I- .1139 21.26 7.02 -]- .1304 22.29 7.72 -]- .1492 23.38 8.49 -I- .1709 Energy Grd.El. HF 76.85 .43 77.27 .54 77.80 .59 78.39 .64 79.04 .71 79.74 .78 80.52 .86 Super Elev SE Dpth .73 .00 .71 .00 .68 .00 .66 .00 .64 .00 .62 .00 .60 Critical Depth Froude N ******** 1.56 4.37 1.56 4.62 1.56 4.93 1.56 5.26 1.56 5.61 1.56 5.99 1.56 6.39 Flow Top Width Norm Dp ******** 2.84 1.44 2.81 1.44 2.77 1.44 2.74 1.44 2.70 1.44 2.67 1.44 2.63 1.44 Height/ Dia.-FT "N" 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 Base Wt or l.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR 00 00 00 00 00 00 00 00 00 00 00 00 00 0 PAGE 1 5:17: 3 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 0 0 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap Pagel of 10 LINE3RR.0UT Printed: 3/18/2015 Modified: 3/16/2015 5:17:16 PM PIVI 926.000 71.460 -I- DUNCT STR .0825 I 930.000 71.790 .579 72.039 25.60 24.52 9.34 81.38 .1885 .571 72.361 .75 82.13 I .00 .58 .00 1.56 6.82 1.56 2.60 1.537 .2800 13 FILE: LINE3RR.WSW 2.59 .52 3.500 .013 3.500 .013 j .000 .00 -I- .00 .00 000 .00 -]- .00 .00 25.60 25.08 9.77 -I- -1- -I- . -1- -]- .1927 .30 .57 7.03 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT 1 1 .0 I- PIPE I 1 .0 I- PIPE PAGE 2 Date: 3-16-2015 Time: 5:17: 3 Station L/Elem 931.537 8.467 940.004 6.268 946.271 4.900 951.172 3.954 955.125 3.276 Invert Elev Ch Slope 72.220 .2800 74.591 .2800 76.346 .2800 77.718 .2800 78.825 .2800 Depth (FT) .573 .592 .612 .632 .654 Water Elev 72.793 75.183 76.958 78.350 79.479 Q (CFS) 25.60 25.60 25.60 25.60 25.60 Vel Vel (FPS) Head SF Ave 24.91 9.64 23.75 .1788 8.76 22.65 .1561 7.97 21.59 .1363 7.24 20.59 .1191 6.58 .1041 Energy Grd.El. HF 82.43 1.51 83.94 .98 84.92 .67 85.59 .47 86.06 .34 Super Elev SE Dpth .00 .57 .00 .59 .00 .61 .00 .63 .00 .65 Critical Depth Froude N ******** 1.56 6.97 1.56 6.53 1.56 6.12 1.56 5.74 1.56 5.38 Flow Top Width Norm Dp ******** 2.59 .52 2.62 .52 2.66 .52 2.69 .52 2.73 .52 Height/ Dia.-FT "N" 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 Base Wt or l.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR * * * ** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ******** No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 0 0 0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap Page 2 of 10 LINE3RR.0UT Printed: 3/18/2015 Modified: 3/16/20f5 5:17:16TMRM 958.402 2.756 961.157 2.351 963.508 2.016 965.524 79.742 .2800 80.514 .2800 81.172 .2800 81.737 .676 .699 .722 .747 80.419 81.213 81.894 82.484 1.750 .2800 FILE: LINE3RR.WSW 25 60 19.63 1 5.98 _ 1 _ .0909 25 60 18.72 1 5.44 1 .0794 25 60 17.85 1 4.95 1 -.0694 25 60 17.02 1 4.50 1 .0607 86.40 .25 86.65 .19 86.84 .14 86.98 .11 .00 1.56 2. 76 3.500 .000 .00 1 .0 .68 5.04 52 .013 .00 .00 PIPE .00 1.56 2. 80 3.500 .000 .00 1 .0 .70 4.72 52 .013 .00 .00 PIPE .00 1.56 2. 83 3.500 .000 .00 1 .0 .72 4.42 52 .013 .00 .00 PIPE .00 1.56 2. 87 3.500 .000 .00 1 .0 .75 4.14 52 .013 .00 .00 PIPE PAGE 3 Date: 3-16-2015 Time: 5:17: 3 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT j Invert | Depth ] Water j Q ] Vel Vel ] Energy ] Super ]Critical]Flow Top]Height/]Base Wt] |No Wth Station I Elev ] (FT) ] Elev j (CFS) j (FPS) Head ] Grd.El.] Elev ] Depth j Width |Dia.-FT]or I.D.| ZL jprs/Pip -1- -I- -I- -I- -I- -1- -]- -]- -]- -]- -1- -I- -I- L/Elem jCh Slope ] ] ] ] SF Ave] HF ]SE DpthjFroude NjNorm Dp j "N" ] X-Fall] ZR jType Ch 1 967.274 82.227 -I- -I 1.518 .2800 968.792 -I 1.330 I 970.122 -I 1.165 82.652 -I .2800 I 83.024 -I .2800 .772 .799 .826 82.999 83.451 83.850 25.60 16.22 25.60 15.47 25.60 14.75 4.09 -I .0530 ] 3.72 -] .0464 ] 3.38 .0405 87.09 .08 87.17 .06 87.23 .05 .00 1.56 -]- .77 3.88 ] .00 1.56 .80 3.63 ] .00 1.56 .83 3.40 2.90 .52 2.94 .52 2.97 .52 3.500 .013 3.500 .013 3.500 .013 .000 -] .00 ] .000 -I .00 I .000 -I .00 00 00 00 00 00 1 .0 I- PIPE I 1 .0 I- PIPE I 1 .0 I- PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap Page 3 of 10 LINE3RR.0UT Printed: 3/18/2015 Modified: 3/16/2015 5:17:16fM PM 971.288 1.019 972.307 .899 973.206 .786 973.991 .690 974.681 .604 975.285 83.351 .2800 83.636 .2800 83.888 .2800 84.108 .2800 84.301 .2800 84.470 .854 .884 .914 .946 .979 1.013 84.205 84.520 84.802 85.054 85.280 85.483 .528 .2800 0 FILE: LINE3RR.WSW 25 60 14.06 1 3.07 1 .0354 25 60 13.41 1 2.79 1" .0310 25 60 12.78 1 2.54 - 1 - .0271 25 60 12.19 1 2.31 - 1 -.0237 25 60 11.62 1 2.10 - 1 -.0208 25 60 11.08 1 1.91 1 .0182 87.28 .04 87.31 .03 87.34 .02 87.36 .02 87.38 .01 87.39 .00 1.56 3.01 3.500 .000 .00 1 .0 .85 3.18 52 .013 .00 .00 PIPE .00 1.56 3 04 3.500 .000 .00 1 .0 .88 2.98 52 .013 .00 .00 PIPE .00 1.56 3 07 3.500 .000 .00 1 .0 .91 2.79 52 .013 .00 .00 PIPE .00 1.56 3 11 3.500 .000 .00 1 .0 .95 2.61 52 .013 .00 .00 PIPE .00 1.56 3 14 3.500 .000 .00 1 .0 .98 2.45 52 .013 .00 .00 PIPE .00 1.56 3 17 3.500 .000 .00 1 .0 1.01 2.29 52 .013 .00 .00 PIPE .01 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT ************************************************************************************************************************** ******** PAGE 4 Date: 3-16-2015 Time: 5:17: 3 Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. Super jCritical]Flow Top]Height/]Base Wt Elev 1 Depth I Width ]Dia.-FTjor l.D. 1 1 1 1 ZL ]No Wth jPrs/Pip 1 L/Elem Ch Slope ******** ********* ********* _ SF Ave HF ********* i 1 1 |- SE DpthjFroude NjNorm Dp ] "N" ] X-Fall ******* I ******** 1********1 ******* I ******* 1 1 1 1 ZR 1 jType Ch j ******* 975.814 84.618 1.048 85.666 25.60 10.57 1.73 87.40 ] ] 1 1 .00 1.56 3.21 3.500 .000 1111 .00 1 1 .0 1 .457 .2800 _ .0159 .01 1 -j- -|- -|- 1.05 2.14 .52 .013 .00 .00 1 - PIPE P:\2468.20\Engr\Reports\DRAlN-FE\HYDRA\WSPGW\LINE3\Riprap Page 4 of 10 LINE3RR.0UT Printed: 3/18/2015 Modified: 3/16/2015 5:17:16 PM.PM 976 .270 84.746 1.085 85.831 .396 .2800 -I- 976 .666 84.857 1.123 85.980 .337 .2800 977 .003 84.951 1.163 86.114 287 .2800 -]- 977 290 85.031 1.204 86.235 239 .2800 977 529 85.098 1.247 86.345 198 .2800 977 727 85.154 1.291 86.445 154 .2800 977. 881 85.197 1.338 86.535 119 .2800 978. 000 85.230 1.386 86.616 DUNCT STR .0825 25 .60 10.07 1 1.58 1 -.0139 25 60 9.61 1 1.43 1 .0122 25 60 9.16 1 1.30 - 1 -.0107 25 60 8.73 1 1.18 1 -.0094 25 60 8.33 1 1.08 1 .0082 25 60 7.94 1 .98 1 .0072 25. 60 7.57 1 .89 - 1 -.0063 25. 60 7.22 -1- .81 .0205 87.41 .01 87.41 .00 87.42 .00 87.42 .00 87.42 .00 87.42 .00 87.42 .00 87.43 .08 .00 1.56 3 .24 3.500 .000 1.09 2.00 .52 .013 .00 .00 1.56 3 27 3.500 .000 1.12 1.87 52 .013 .00 .00 1.56 3 30 3.500 .000 1.16 1.75 52 .013 .00 .00 1.56 3 33 3.500 .000 1.20 1.64 52 .013 .00 .00 1.56 3 35 3.500 .000 1.25 1.53 52 .013 .00 .00 1.56 3 38 3.500 .000 1.29 1.43 52 .013 .00 .00 1.56 3 40 3.500 .000 1.34 1.34 52 .013 .00 1.43 1.56 3. 42 3.500 .000 2.81 1.25 .013 .00 0 FILE: LINE3RR.WSW 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 0 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 5 0 Date: 3-16-2015 Time: 5:17: 3 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT I Invert ] Depth j Water | Q (Vel Vel | Energy ] Super ]Critical]Flow Top]Height/]Base Wt] ]No Wth P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap Page 5 of 10 LINE3RR.0UT station L/Elem 982.000 16.000 998.000 DUNCT STR 1002.000 22.842 1024.842 46.645 1071.487 23.403 1094.890 14.662 1109.552 10.088 1119.639 7.182 1126.822 5.180 Elev Ch Slope ********* 85.560 .0369 86.150 .0828 86.481 .0329 87.231 .0329 88.764 .0329 89.533 .0329 90.014 .0329 90.346 .0329 90.582 .0329 Printed:'3/18/2015 (FT) ] Elev ] (CFS) Modified: 3/16/2015 5:17:16 PM>M 1.121 1.127 1.165 1.175 1.223 1.273 1.327 1.385 1.448 ********* 86.681 87.277 87.646 88.407 89.987 90.806 91.341 91.731 92.030 ********* 25.60 25.60 25.60 25.60 25.60 25.60 25.60 25.60 25.60 (FPS) Head 14.13 SF Ave I ******* 3.10 14.04 13.48 13.33 12.71 12.12 11.56 11.02 10.51 .0348 3.06 .0328 2.82 .0307 2.76 .0285 2.51 .0252 2.28 .0224 2.07 .0199 1.89 .0178 1.71 .0159 Grd.El. HF 89.78 .56 90.34 .13 90.47 .70 91.17 1.33 92.50 .59 93.09 .33 93.42 .20 93.62 .13 93.74 .08 Elev SE Dpth .00 1.12 .00 1.13 .00 1.16 .00 1.18 .00 1.22 .00 1.27 .00 1.33 .00 1.39 Depth Froude N 1.78 1.45 2.61 1.78 2.58 1.78 2.42 1.78 2.38 1.78 2.20 1.78 2.04 1.78 1.88 1.78 1.73 1.78 1.59 Width Norm Dp ******** 1.99 1.10 1.98 1.97 1.14 1.97 1.14 1.95 1.14 1.92 1.14 1.89 1.14 1.85 1.14 1.79 1.14 Dia.-FT "N" ******* 2.000 .013 2. .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 or l.D. X-Fall .000 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 .00 ZL ZR 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE Page 6 of 10 LINE3RR.0UT Printed: 3/18/2015 Modified: 3/16/2015-5; 17:16,PM RM 0 FILE: LINE3RR.WSW Date: 3-16-2015 Time: WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT Station L/Elem ********* 1132.001 3.593 1135.594 2.250 1137.844 .796 1138.640 DUNCT STR 1142.640 19.301 1161.941 HYDRAULIC 1161.941 7.638 Invert Elev Ch Slope 90.752 .0329 90.870 .0329 90.944 .0329 90.970 .0825 91.300 .0606 92.469 DUMP 92.469 .0606 Depth (FT) 1.516 1.591 1.675 1.777 3.311 2.192 .634 Water Elev 92.268 92.461 92.619 92.747 94.611 94.661 93.103 Q (CFS) 25.60 25.60 25.60 25.60 11.50 11.50 11.50 Vel Vel (FPS) Head SF Ave ******* I ******* 10.02 9.55 9.11 8.68 3.66 3.66 1.56 .0143 1.42 .0129 1.29 .0119 1.17 .0070 .21 .0026 .21 13.44 2.80 -I- .0545 Energy Grd.El. HF 93.83 .05 93.88 .03 93.91 .01 93.92 .03 94.82 .05 94.87 95.91 .42 Super Elev SE Dpth ******* .00 1.52 .00 1.59 .00 1.68 .00 1.78 .00 3.31 .00 .00 .63 Critical Depth Froude N 1.78 1.45 1.78 1.31 1.78 1.16 1.78 1.00 1.22 .00 1.22 1.22 3.49 Flow Top Width Norm Dp ******** 1.71 1.14 1.61 1.14 1.48 1.14 1.26 .00 .62 .00 1.86 .62 Height/ Dia.-FT "N" ******* .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 2,000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PAGE 6 5:17: 3 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 1 .0 PIPE P:\2468,20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Rjprap Page 7 of 10 Printed: 3/18/2015 LINE3RR.0UT Modified: 3/16/2015 5:17:16 PM PM 1169.579 -I 24.530 ] 1194.109 -I 13.179 92.932 -I- .0606 I 94.418 -!• .0606 .634 .656 93.566 95.074 11.50 13.44 2.81 96.37 -]- .0511 1.25 11.50 12.82 2.55 97.62 1 .00 1.22 -I- .63 3.49 I .00 1.22 -I- 3.27 1.86 .62 1.88 .62 2.00€ .013 2.006 .013 .000 .00 -]- .00 .00 I .000 .00 -I- .00 .00 0 FILE: LINE3RR.WSW .0447 .59 .66 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT ************************************************************************************************************************** 1 .0 I- PIPE I 1 .0 I- PIPE PAGE 7 Date: 3-16-2015 Time: 5:17: 3 Station L/Elem 1207.289 8.732 1216.021 6.351 1222.372 4.833 1227.205 3.847 1231.052 3.101 Invert Elev Ch Slope 95.216 .0606 95.745 .0606 96.130 .0606 96.423 .0606 96.656 .0606 Depth (FT) ******** .679 .703 .728 .755 .782 Water Elev 95.895 96.448 96.858 97.178 97.438 Q (CFS) 11.50 11.50 11.50 11.50 11.50 Vel Vel (FPS) Head SF Ave 12.22 2.32 .0392 11.65 2.11 .0343 11.11 1.92 .0301 10.59 1.74 10.10 .0264 1.58 .0232 Energy Grd.El. HF 98.21 .34 98.56 .22 98.77 .15 98.92 .10 99.02 .07 Super Elev SE Dpth ******* .00 .68 .00 .70 .00 .73 .00 .76 .00 .78 Critical Depth Froude N ******** 1.22 3.05 1.22 2.86 1.22 2.67 1.22 2.49 1.22 2.33 Flow Top Width Norm Dp ******** 1.89 .62 1.91 .62 1.92 .62 1.94 .62 1.95 .62 Height/ Dia.-FT "N" ******* 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .000 .00 .000 .00 ZL ZR * * * * * 00 00 .00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE P:\2468.20\Engr\Reports\DRAlN-FE\HYDRA\WSPGW\LINE3\Rjprap Page 8 of 10 LINE3RR.0UT Printed: 3/18/2015 Modified:"3/16/2015 5:17:16 PM PM 1234.154 2.508 1236.661 2.059 1238.720 DUNCT STR 1242.720 96.843 .0606 96.995 .0606 97.120 .0825 97.450 .810 .840 .871 1.069 97.653 97.835 97.991 98.519 11 50 9 63 1 1.44 1 .0204 11 50 9 18 1 1.31 " 1 -.0179 11 50 8 75 1 1.19 1 .0125 11 50 6 73 -I- .70 118.238 .0083 0 FILE: LINE3RR.WSW .0083 Program Package Serial Number: 1355 99.09 .05 99.14 .04 99.18 .05 99.22 .98 .00 1.22 1.96 2.000 .000 .00 1 .0 .81 2.18 .62 .013 .00 .00 PIPE I .00 1.22 1.97 2.000 .000 .00 1 .0 I- .84 2.03 .62 .013 .00 .00 PIPE .00 1.22 1.98 2.000 .000 .00 1 .0 .87 1.90 .013 .00 .00 PIPE .00 1.22 2.00 2.000 .000 .00 1 .0 1.07 ion 14.06 1.28 1.07 .013 .00 .00 PIPE PAGE 8 LISTING Date: 3-16-2015 Time: 5:17: 3 ]No Wth ]Prs/Pip •] [Type Ch [ ******* QUARRY CREEK STORM DRAIN LINE3 100-YEAR STORM EVENT ************************************************************************************************************************** ******** ] Invert j Depth ] Water ] Q ] Vel Vel ] Energy ] Super ]Critical]Flow Top]Height/]Base Wt] Station j Elev j (FT) j Elev j (CFS) j (FPS) Head j Grd.El.j Elev | Depth j Width joia.-Fljor I.D.j ZL -I- -I- -I- -]- -I- -1- -]- -]- -]- -I- -I- -1- -I- L/Elem ]Ch Slope j ] ] ] SF Ave] HF jSE DpthjFroude NjNorm Dp ] "N" j X-Fall] ZR ********* I ********* I ******** I ********* I ********* I ******* I ******* I ********* I *******!******** I ******** I ******* I ******* I***** ] 1 I ] ] ] ] I I ] 1 I i 1360.958 98.427 1.069 99.496 11.50 6.73 .70 100.20 .00 1.22 2.00 2.000 .000 .00 1 .0 -]- -1- -I- -I- -I- -]- -I- -I- -I- -]- -]- -1- -I- ]- 50.413 .0083 .0081 .41 1.07 1.28 1.07 .013 .00 .00 PIPE Illll llllll]] 1411.370 98.844 1.081 99.925 11.50 6.64 .68 100.61 .00 1.22 1.99 2.000 .000 .00 1 .0 -I- -I- -I- -]- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 26.215 .0083 .0075 .20 1.08 1.25 1.07 .013 .00 .00 PIPE III]] ] I I I I 1 I I 1437.585 99.061 1.123 100.184 11.50 6.33 .62 100.81 .00 1.22 1.98 2.000 .000 .00 1 .0 -I- -I- -1- -I- -I- -I- -]- -]- -]- -I- -I- -I- -]- ]- 6.989 .0083 .0066 .05 1.12 1.17 1.07 .013 .00 .00 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap Page 9 of 10 Printed: 3/18/2015 LINE3RR.0UT Modified; 3/16/2015 5:17:16 PM PM 1444.573 99.118 1.168 100.286 11.50 6.03 1.417 .0083 WALL ENTRANCE I I 1445.990 99.130 I I 1.218 100.348 -1- -I 11.50 5.74 -I- -1 .57 100.85 -I- .0058 .01 .51 100.86 .00 1.22 1.97 2.000 -I- -]- -]- 1.17 1.08 1.07 .013 I I I .00 1.22 1.95 2.000 I I .000 .00 1 .0 -I- 1- .00 .00 PIPE .000 .00 0 -I- 1- P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE3\Riprap Page 10 of 10 LINE5RR.WSW Printed: 3/18/2015 Modified: 3/17/2015 10:20:23 AM AM Tl QUARRY CREEK T2 STREET 'A' STORM DRAIN LINES T3 100-YEAR STORM EVENT SO 911 620 71.260 9 R 950 620 71.460 9 .013 .000 .000 0 DX 954.620 71.800 9 .013 R 994 840 84.010 9 .013 .000 000 0 DX 1000 000 86.010 1 11 .013 3 600 84.010 90.0 -77 000 R 1058 690 96.250 1 .013 .000 80 000 0 DX 1062 690 96.580 2 .013 80 000 R 1271 810 98.670 2 .013 000 -90 000 0 DX 1277 810 99.000 4 3 .013 1 200 100.170 90.0 -45 000 R 1350 660 101.110 4 .013 9 998 000 0 DX 1354 660 101.440 4 .013 -42 000 R 1528. 280 107.520 4 .013 7 582 000 0 DX 1532 280 109.020 7 5 .013 46 600 107.850 90.0 R 1579 560 110.430 7 .013 7 954 000 0 R 1761 690 114.470 7 .013 000 000 0 DX 1765 690 114.800 7 .013 R 1807 200 118.600 7 .013 47 567 000 0 R 1847 690 122.310 7 .013 000 000 0 DX 1852 690 122.640 7 .013 R 1872 030 124.450 7 .013 000 000 0 WE 1872.030 124.450 8 .500 SH 1872 030 124.450 8 124.450 CD 1 4 1 .000 3 .000 000 .000 .000 .00 CD 2 4 1 .000 3 .000 000 .000 .000 .00 CD 3 4 1 .000 1 .500 000 .000 .000 .00 CD 4 4 1 .000 3 .000 000 .000 .000 .00 CD 5 4 1 .000 3 .000 000 .000 .000 .00 CD 6 4 1 .000 1 .500 000 .000 .000 .00 CD 7 4 1 .000 1 .500 000 .000 .000 .00 CD 8 4 1 .000 1 .500 000 .000 .000 .00 CD 9 4 1 .000 4 .500 000 .000 .000 .00 CD 11 4 1 .000 4 .500 000 .000 .000 .00 13.600 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 1 of 1 LINE5RR.0UT Printed: 3/18/2015 Modified: 3/.17/2015.10:20:41 AMAM 0 FILE: LINE5RR.WSW PAGE 1 Date: 3-17-2015 Time:10:20:39 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT *************************************************** ******** Station L/Elem 911.620 10.274 921.894 9.977 931.872 9.574 941.446 9.174 950.620 DUNCT STR 954.620 3.846 958.466 5.053 Invert Elev Ch Slope 71.260 .0051 71.313 .0051 71.364 .0051 71.413 .0051 71.460 .0850 71.800 .3036 72.968 .3036 Depth (FT) ******** 1.061 1.026 .992 .960 .929 .924 .944 Water Elev 72.321 72.339 72.356 72.373 72.389 72.724 73.912 Q (CFS) ********* 65.00 65.00 65.00 65.00 65.00 65.00 65.00 Vel Vel (FPS) Head SF Ave 22.71 8.01 .0787 23.79 8.79 .0898 24.95 9.67 .1028 26.17 10.64 .1176 27.45 11.70 .1269 27.65 11.87 .1226 26.78 11.13 -I- .1096 Energy Grd.El. HF ********* 80.33 .81 81.13 .90 82.03 .98 83.01 1.08 84.09 .51 84.60 .47 85.05 .55 Super Elev SE Dpth .00 1.06 .00 1.03 .00 .99 .96 .00 .93 .00 .92 .00 .94 Critical Depth Froude N ******** 2.35 4.62 2.35 4.93 2.35 5.26 2.35 5.52 2.35 6.00 2.35 6.06 2.35 5.80 Flow Top Width Norm Dp 3.82 2.15 3.78 2.15 3.73 2.15 3.69 2.15 3.64 3.64 .75 3.66 .75 Height/ Dia.-FT "N" 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 Base Wt or l.D. X-Fall ******* .000 .000 .00 .000 .00 .000 .00 .000 .000 .00 .000 .00 ZL ZR 00 00 00 00 00 00 00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 1 of 14 LINE5RR.0UT Printed: 3/18/2015 Modified: 3/17/2015 10:20:41 AMAM 963.519 74.502 .976 75.478 65.00 25.53 10.12 -I- -I- -I- -]- -I- -I- -] 4.265 .3036 .0958 Illll I 967.784 75.796 1.010 76.806 65.00 24.34 9.20 85.60 .41 86.01 .00 -I .98 I .00 3.651 .3036 0 FILE: LINE5RR.WSW 2.35 5.43 2.35 5.09 3.71 .75 3.76 .75 4.500 .013 4.500 .013 .000 .00 .00 .0 I .00 PIPE 1 000 .00 1 .0 -I- 1- .00 .00 PIPE PAGE 2 .0838 .31 1.01 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ************************************************************************************************************************** ******** Date: 3-17-2015 Time:10:20:39 Station L/Elem 971.435 3.145 974.580 2.732 977.312 2.381 979.693 2.091 981.784 1.831 Invert Elev Ch Slope 76.905 .3036 77.859 .3036 78.689 .3036 79.412 .3036 80.046 .3036 Depth (FT) 1.044 1.080 1.117 1.156 1.195 Water Elev ********* 77.949 78.940 79.806 80.568 81.241 Q (CFS) ********* 65.00 65.00 65.00 65.00 65.00 Vel Vel (FPS) Head SF Ave ******* I ******* 23.21 8.37 22.13 .0732 7.60 21.10 .0640 6.91 20.12 .0560 6.28 19.18 .0490 5.71 .0429 Energy Grd.El. HF 86.31 .23 86.54 .17 86.72 .13 86.85 .10 86.96 .08 Super Elev SE Dpth ******* .00 1.04 .00 1.08 .00 1.12 .00 1.16 .00 1.20 Critical Depth Froude N 2.35 4.76 2.35 4.46 2.35 4.18 2.35 3.91 2.35 3.66 Flow Top Width Norm Dp 3.80 .75 3.84 .75 3.89 .75 3.93 .75 3.97 .75 Height/ Dia.-FT "N" ******* 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 Base Wt or l.D. X-Fall .000 .000 .00 .00 .000 .000 .00 ZL ZR *** + 00 00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 2 of 14 Printed: 3/18/2015 LINE5RR.0UT Modified: 3/17/2015 10:20:41-AM AM 983 .615 80.602 1 .237 1 .613 .3036 985 .228 81.092 1 280 1 423 .3036 986 651 81.524 1 324 1 249 .3036 987. 900 81.903 1. 371 1. 0 FILE: 1 - 1 - 102 .3036 LINE5RR.WSW 81.839 82.372 82.848 83.274 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ***************************^,^,:^:*^c^,**ii,^,:^^^^:^,,^:^,^,,l,^,^^,^^^,^,^,^,^ \ Invert ] Depth ] Water ] Q Station ] Elev j (FT) 65 .00 18.29 -1- 5.19 87 .03 .00 2.35 4 .02 4.500 .000 .00 1 .0 .0375 .06 1.24 3.43 75 .013 .00 .00 PIPE 65 00 17.44 -1- 4.72 87 09 .00 2.35 4 06 4.500 .000 .00 1 .0 1 .0328 05 1.28 3.21 75 .013 .00 .00 PIPE 65 00 16.63 -1- 4.29 87 14 .00 2.35 4. 10 4.500 .000 .00 1 .0 .0287 04 1.32 3.00 75 .013 .00 .00 PIPE 65. 00 15.85 -1- 3.90 87. 18 .00 2.35 4. 14 4.500 .000 .00 1 .0 1 .0252 . 03 1.37 2.81 75 .013 .00 .00 PIPE PAGE 3 Date: 3-17-2015 Time:10:20:39 |e***********^3f:;^ ******** , , , , I Energy j Super I Critical]Flow Top]Height/]Base Wtj jNo Wth Elev j (CFS) j (FPS) Head] Grd.El.j Elev] Depth ] Width ]Dla.-FTjor l.D.| ZL |Prs/Pip ' I I I ] I j j 989.001 -I .968 I 989.969 -1 .848 ] 990.818 -1 .741 82.238 -] .3036 1 82.531 -I .3036 I 82.789 -I .3036 1.419 1.469 1.521 83.657 84.000 84.310 65.00 15.12 65.00 14.41 65.00 13.74 3.55 -I .0220 I 3.23 -I .0193 I 2.93 -I .0169 87.20 .00 2.35 -1- -I- .02 1.42 87.23 .02 87.24 .01 2.63 I .00 2.35 -I- 1.47 2.46 I .00 2.35 1.52 2.30 4.18 .75 4.22 .75 4.26 .75 4.500 .013 4.500 .013 4.500 .013 .000 I-.00 1 .000 -I .00 I .000 -I .00 00 1 1- 00 PIPE .0 00 1 .0 I- 00 PIPE I 00 1 .0 I- 00 PIPE P;\2468,20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 3 of 14 LINE5RR.0UT 991.559 .645 992.204 .558 992.763 .477 993.240 .402 993.642 .338 993.979 83.014 .3036 83.210 .3036 83.379 .3036 83.524 .3036 83.646 .3036 83.749 .275 .3036 E FILE: LINE5RR.WSW Printed: 3/18/2015 1.575 1.631 1.689 1.750 1.814 1.880 84.589 84.841 85.069 85.274 85.460 85.629 Modified: 3/17/2015 10:20:41 AM^AM '"'''•'^^^Mfi 65. 00 13.10 1 2.67 1 -.0148 65. 00 12.49 1 2.42 1 -.0130 65. 00 11.91 1 2.20 1 .0114 65. 00 11.36 1 2.00 1 .0100 65. 00 10.83 1 1.82 1 .0088 65. 00 10.32 1.65 - 1" -1-- ] - .0077 87.25 .01 87.26 .01 87.27 .01 87.28 .00 87.28 .00 87.28 .00 .00 2.35 4.29 4.500 .000 .00 1 .0 1.58 2.15 .75 .013 .00 .00 PIPE ) .00 2.35 4.33 4.500 .000 .00 1 .0 1.63 2.01 .75 .013 .00 .00 PIPE .00 2.35 4.36 4.500 .000 .00 1 .0 1.69 1.88 .75 .013 .00 .00 PIPE .00 2.35 4.39 4.500 .000 .00 1 .0 1.75 1.75 .75 .013 .00 .00 PIPE .00 2.35 4.41 4.500 .000 .00 1 .0 1.81 1.64 .75 .013 .00 .00 PIPE .00 2.35 4.44 4.500 .000 .00 1 .0 1.88 ion 14.06 1.53 .75 .013 .00 .00 PIPE PAGE 4 Date: 3-17-2015 Time:10:20:39 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ************************************************************************************************************************** ******** Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. Super JCritical]Flow Top]Height/]Base Wt Elev j Depth j Width joia.-FTjor l.D. -1 - 1 1 -1 - ZL ]NO Wth 1Prs/Pip 1 L/Elem Ch Slope ******** ********* ********* ******* SF Ave HF 1 1 1 1 SE DpthjFroude NjNorm Dp ] "N" ] X-Fall ******* 1 ******** 1 ******** 1 ******* 1 ******* 1 1 1 1 ZR 1 I Type Ch j ******* 1 994.254 83.832 1.949 85.781 65.00 9.84 1.50 87.29 1 ] ] ] .00 2.35 4.46 4.500 .000 - 1 - 1 - - 1 - 1 - .00 j 1 .0 1 - .218 - .3036 ----- .0068 .00 1 1 1 1 1.95 1.43 .75 .013 .00 .00 1 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 4 of 14 LINE5RR.0UT Printed: 3/18/2015 Modified: 3/1-7/2015 10:20:41 AMAM 994.473 .166 994.638 .114 994.753 .066 994.819 .021 994.840 DUNCT STR 1000.000 1.348 1001.348 9.595 1010.943 83.898 .3036 83.949 .3036 83.983 .3036 84.004 .3036 84.010 .3876 86.010 .1745 86.245 .1745 87.919 2.021 2.096 2.175 2.258 2.346 1.129 1.134 1.175 85.920 86.045 86.159 86.262 86.356 87.139 87.379 89.094 65.00 9 39 1 1.37 1 .0060 65.00 8 95 1 1.24 1 .0052 65.00 8 53 1 1.13 1 -.0046 65.00 8 14 1 1.03 1 .0041 65.00 7 75 -]- .93 61.40 25 23 1. 9.88 1 .0926 61.40 25 08 1 9.77 - 1 -.0862 61.40 23. 91 -1- 8.88 87.29 .00 87.29 .00 87.29 .00 87.29 .00 87.29 97.02 .12 97.15 .83 97.97 7.741 .1745 0 FILE: LINE5RR.WSW .00 2.35 4.48 4.500 .000 .00 1 .0 2.02 1.33 .75 .013 .00 .00 PIPE .00 2.35 4.49 4.500 .000 .00 1 .0 2.10 1.24 .75 .013 .00 .00 PIPE .00 2.35 4.50 4.500 .000 .00 1 .0 2.18 1.16 .75 .013 .00 .00 PIPE .00 2.35 4.50 4.500 .000 .00 1 .0 2.26 1.08 .75 .013 .00 .00 PIPE 4.50 2.35 4.50 4.500 .000 .00 1 .0 4.50 1.00 .013 .00 .00 PIPE .00 2.53 2.91 3.000 .000 .00 1 .0 1.13 4.86 .96 .013 .00 .00 PIPE .00 2.53 2.91 3.000 .000 .00 1 .0 1.13 4.82 .96 .013 .00 .00 PIPE .00 2.53 2.93 3.000 .000 .00 1 .0 1.18 4.50 .96 .013 .00 .00 PIPE PAGE 5 Date: 3-17-2015 Time:10:20:39 .0756 .59 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ********************************************************************************m!l:iiH:il:^:it:^:H:^^Hc****************************itL* ******** ] Invert | Depth ] Water ] Q | Vel Vel | Energy j Super jCritical|Flow Top]Height/]Base Wt] |No Wth P:\2468.20\Engr\Reports\DRAiN-FE\HYDRA\WSPGmiNE5\Riprap Page 5 of 14 LINE5RR.0UT station L/Elem ********* 1018.684 6.373 1025.057 5.347 1030.403 4.523 1034.927 3.873 1038.800 3.316 1042.116 2.870 1044.986 2.478 1047.464 2.134 1049.598 1.849 Elev Ch Slope 89.270 .1745 90.382 .1745 91.315 .1745 92.104 .1745 92.780 .1745 93.358 .1745 93.859 .1745 94.291 .1745 94.664 .1745 Printed: 3/18/2015 (FT) I Elev ] (CFS) Modified: 3/17/2015 10^0:41 AMAM' ******** 1.217 1.262 1.308 1.357 1.407 1.461 1.516 1.574 1.636 90.487 91.644 92.623 93.461 94.187 94.819 95.375 95.865 96.300 61.40 61.40 61.40 61.40 61.40 61.40 61.40 61.40 61.40 (FPS) Head SF Ave 22.80 8.07 21.74 20.73 19.76 18.84 17.97 17.13 16.33 15.57 .0664 7.34 .0583 6.67 .0512 6.07 .0450 5.51 .0396 5.01 .0349 4.56 .0307 4.14 .0271 3.77 .0239 Grd.El. HF 98.56 .42 98.98 .31 99.29 .23 99.53 .17 99.70 .13 99.83 .10 99.93 .08 100.01 .06 100.07 .04 Elev SE Dpth .00 1.22 .00 1.26 .00 1.31 .00 1.36 .00 1.41 .00 1.46 .00 1.52 .00 1.57 .00 1.64 Depth Froude N ******** 2.53 4.20 2.53 3.92 2.53 3.66 2.53 3.41 2.53 3.18 2.53 2.97 2.53 2.76 2.53 2.57 2.53 2.39 Width Norm Dp 2.95 .96 2.96 .96 2.98 .96 2.99 .96 2.99 .96 3.00 .96 3.00 .96 3.00 .96 2.99 .96 Dia.-FT "N" ******* 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 .00 .00 .000 .00 ZL ZR .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 .0 Prs/Pip Type Ch ******* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE .0 .0 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 6 of 14 LINE5RR.0UT Printed: 3/18/2015 Modified: 3/17/2015 10:20:41 AMAM FILE: LINE5RR.WSW PAGE 6 Date: 3-17-2015 Time:10:20:39 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ************************************************************************************;).:(<************************************ ******** Station L/Elem 1051.447 1.586 1053.033 1.348 1054.380 1.147 1055.528 .950 1056.478 .778 1057.256 .610 1057.866 .443 Invert Elev Ch Slope ********* 94.986 .1745 95.263 .1745 95.498 .1745 95.698 .1745 95.864 .1745 96.000 .1745 96.106 .1745 Depth (FT) 1.700 1.768 1.841 1.917 1.999 2.086 2.180 Water Elev 96.686 97.031 97.339 97.615 97.863 98.086 98.286 Q (CFS) ********* 61.40 61.40 61.40 61.40 61.40 61.40 61.40 Vel (FPS) Vel Head SF Ave 14.85 3.42 -I- .0211 14.16 3.11 -I- .0187 13.50 2.83 -]- .0165 12.87 2.57 -]- .0147 12.27 2.34 -]- .0131 11.70 2.13 -]- .0116 11.16 1.93 -I- .0104 Energy Grd.El. HF 100.11 .03 100.14 .03 100.17 .02 100.19 .01 100.20 .01 100.21 .01 100.22 .00 Super Elev SE Dpth .00 1.70 .00 1.77 .00 1.84 .00 1.92 .00 2.00 .00 2.09 .00 2.18 Critical Depth Froude N 2.53 2.22 2.53 2.06 2.53 1.91 2.53 1.76 2.53 1.63 2.53 1.50 2.53 1.37 Flow Top Width Norm Dp 2.97 .96 2.95 .96 2.92 .96 2.88 .96 2.83 .96 2.76 .96 2.67 .96 Height/ Dia.-FT "N" 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 Base Wt or l.D. X-Fall ******* .000 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR * ** ** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 .00 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 7 of 14 LINE5RR.0UT Printed; 3/4=8/2015 Modified: 3/17/2015 10:20:41 AMAM 1058.309 .283 1058.592 96.184 -I .1745 I 96.233 2.283 2.396 98.467 98.629 61.40 10.64 61.40 10.14 1.76 100.22 -I- .0094 .00 I 1.60 100.23 .098 .1745 0 FILE: LINE5RR.WSW .00 2.53 -I- 2.28 1.25 I .00 2.53 -I- 1.13 I 2.56 .96 2.41 .96 3.000 .013 3.000 .013 .000 -I .00 ] .000 -] .00 .00 1 .0 ]- .00 PIPE I .00 1 .0 00 PIPE PAGE 7 .0085 .00 2.40 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT **************************************************************************:i,*:t:**********************************it:**il:H:*^^::^st:i^ ******** Date: 3-17-2015 Time:10:20:39 Station L/Elem 1058.690 DUNCT STR 1062.690 4.298 1066.988 118.714 1185.702 IS.221 1260.929 10.881 Invert Elev Ch Slope 96.250 .0825 96.580 .0100 96.623 .0100 97.809 .0100 98.561 .0100 Depth (FT) ******** 2.526 2.269 2.269 2.283 2.396 Water Elev ********* 98.776 98.849 98.892 100.093 100.957 Q (CFS) 61.40 61.40 61.40 61.40 61.40 Vel Vel (FPS) Head -1- SF Ave ******* I ******* 9.67 1.45 10.70 10.70 10.64 10.14 1.78 .0100 1.78 .0099 1.76 .0094 1.60 .0085 Energy Grd.El. HF 100.23 100.63 .04 100.67 1.18 101.85 .71 102.55 .09 Super Elev SE Dpth 3.00 3.00 .00 2.27 .00 2.27 .00 2.28 .00 2.40 Critical Depth Froude N ******** 2.53 1.00 2.53 1.26 2.53 1.26 2.53 1.25 2.53 1.13 Flow Top Width Norm Dp ******** 2.19 2.58 2.27 2.58 2.27 2.56 2.27 2.41 2.27 Height/ Dia.-FT "N" 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 Base Wt or l.D. X-Fall .000 .00 .000 .00 .00 .000 .00 .000 .00 ZL ZR * * * * * 00 00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 00 PIPE P:\2468,20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 8 of 14 LINE5RR.0UT Printed: 3/18/2015 Modified: 3/17/2015 10:20:41 AMAM 1271.810 98.670 2 526 101 196 61.40 9.67 1 1.45 DUNCT STR .0550 -1-- 1 - 1277.810 99.000 1 695 100 695 60.20 14.62 1 3.32 12.578 .0290 -]-1 -.0213 1290.388 99.364 1 721 101 085 60.20 14.34 I 3.19 23.329 .0290 -1--1 -.0195 1313.717 100.040 1. 791 101 831 60.20 13.67 -1- 2.90 102.65 104.01 .27 104.28 .46 104.73 16.335 .0290 0 FILE: LINE5RR.WSW 3.00 2.53 2.19 3.000 .000 .00 1 .0 3.00 1.00 .013 .00 .00 PIPE .05 2.51 2.97 3.000 .000 .00 1 .0 1.74 2.19 1.55 .013 .00 .00 PIPE .05 2.51 2.97 3.000 .000 .00 1 .0 1.77 2.13 1.55 .013 .00 .00 PIPE .04 2.51 2.94 3.000 .000 .00 1 .0 1.83 ion 14.06 1.97 1.55 .013 .00 .00 PIPE PAGE 8 Date: 3-17-2015 Time:10:20:39 .0173 .28 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ***********************************************************************^:********************************************:H:Hi:it!*^i ******** I Invert ] Depth j Water ] Q j Vel Vel | Energy j Super jCriticaljFlow Top]Height/]Base Wtj jNo Wth Station I Elev j (FT) ] Elev | (CFS) j (FPS) Head | Grd.El.| Elev j Depth j Width iDia.-Fljor l.D. ZL Prs/Pip -I- -I- -I- -I- -]- -]- -I- -1- -]- -]- -]- -]- -j- -I L/Elem |Ch Slope | | ] ] SF Avej HF jSE DpthjFroude NjNorm Dp ] "N" j X-Fallj ZR jType Ch ********* I ********* I ******** I ********* I ********* I ******* I ******* I ******jj** I ** + **^::(< I I I******* Illll I I I I I I j j 2.64 105.02 1330.052 100.513 -I- 11.861 .0290 ] 1341.913 100.857 -I- 8.747 .0290 ] 1350.660 101.110 -I- DUNCT STR .0825 1.864 102.377 1.942 102.799 60.20 13.04 60.20 12.43 2.026 103.136 60.20 11.85 1- .0153 .18 I 2.40 105.20 -I- .0136 .12 I 2.18 105.32 -1- .0221 .09 .04 -1 - - 1 2.51 - 1 2 91 3.000 1 1 .000 1 .00 1 1 1.90 1 1 1.82 1 1 55 1 - 1 - .013 1 1 -1 - .00 1 .00 1 - PIPE 1 1 1 .03 1 - -1 1 2.51 1 2 87 1 1 3.000 1 1 1 .000 1 .00 1 1 1 1.98 1 1 1.69 1 1 55 1 - - 1 - .013 1 1 - 1 - .00 1 .00 1 - PIPE 1 1 1 3.00 - 1 - - 1 - 1 2.51 - 1 2 81 1 1 3.000 1 1 1 .000 1 .00 1 1 1 1 1 3.00 1 1.55 1 -1 .013 1 .00 .00 1 - PIPE .0 .0 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 9 of 14 tlNESRR-OUT ..Printed: 3/18/2015 Modified: 3/17/2015 10:20:41 AM AM 1354.660 54.566 1409.226 36.091 1445.317 23.253 1468.570 16.429 1484.998 12.252 1497.250 101.440 .0350 103.351 .0350 104.615 .0350 105.429 .0350 106.004 .0350 106.433 1.518 1.565 1.626 1.690 1.758 1.829 102.958 104.916 106.241 107.119 107.762 108.262 60 20 16.78 1 4.37 1 .0298 60 20 16.13 1 4.04 1 .0265 60 20 15.38 _ 1 3.67 1 .0234 60 20 14.67 1 3.34 1 .0207 60 20 13.98 1 3.04 1 -.0183 60 20 13.33 -1- 2.76 107.33 1.62 108.96 .96 109.91 .54 110.46 .34 110.80 .22 111.02 9.292 .0350 0 FILE: LINE5RR.WSW .02 2.51 3 00 3.000 .000 .00 1 .0 1.54 2.70 1 47 .013 .00 .00 PIPE .02 2.51 3 00 3.000 .000 .00 1 .0 1.58 2.55 1 47 .013 .00 .00 PIPE .02 2.51 2 99 3.000 .000 .00 1 .0 1.64 2.37 1 47 .013 .00 .00 PIPE .02 2.51 2. 98 3.000 .000 .00 1 .0 1.71 2.20 1.47 .013 .00 .00 PIPE .01 2.51 2. 96 3.000 .000 .00 1 .0 1.77 2.04 1.47 .013 .00 .00 PIPE .01 2.51 2. 93 3.000 .000 .00 1 .0 1.84 1.89 1. 47 .013 .00 .00 PIPE .0162 .15 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ************************************************************************************************************************** ******** PAGE Date: 3-17-2015 Time:10:20:39 Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. Super jCriticaljFlow Top]Height/]Base Wt Elev i Depth j Width jDia.-FTjor l.D. - - 1 1 1 ZL ]No Wth jPrs/Pip 1 L/Elem Ch Slope ********* ******** ********* ********* _ ******* _ SF Ave ******* HF 1 1 1 1 SE DpthjFroude NjNorm Dp j "N" j X-Fall ******* 1********1 ******** 1*******1 ******* 1 1 II ZR ***** 1 jType Ch 1 ******* 1 1506.542 106.759 1.905 108.664 60.20 12.71 2.51 111.17 llli .01 2.51 2.89 3.000 .000 llli .00 1 1 .0 1 7.124 .0350 .0144 .10 1 -1 - -1 - -1 - 1.92 1.75 1.47 .013 .00 .00 1 - PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 10 of 14 LINE5RR.0UT Printed: 3/18/2015 Modified: 3/17/2015 10:20:41 AMAM 1513.666 5.456 1519.122 4.042 1523.164 2.834 1525.998 1.694 1527.692 .589 1528.280 DUNCT STR 1532.280 47.280 1579.560 107.008 .0350 107.199 .0350 107.341 .0350 107.440 .0350 107.499 .0350 107.520 .3750 109.020 .0298 110.430 1.986 2.072 2.165 2.266 2.378 2.505 4.671 4.108 108.994 109.271 109.506 109.706 109.877 110.025 113.691 114.538 60 20 12 12 2.28 .0128 60 20 11 56 1 2.07 1 .0114 60 20 11 02 1 1.89 1 .0102 60 20 10 51 1 1.71 1 -.0092 60 20 10 02 1.56 .0083 60 20 9 55 - 1 - 1.42 1 .0123 13 60 7 70 1 .92 - 1 • .0168 13 60 7 70 -1- .92 111.28 .07 111.35 .05 111.39 .03 111.42 .02 111.44 .00 111.44 .05 114.61 .79 115.46 .01 2.00 .01 2.08 .01 2.17 .01 2.27 .01 2.38 .00 2.52 .00 .00 .00 182.130 .0222 FILE: LINE5RR.WSW 2.51 1.61 2.51 1.49 2.51 1.36 2.51 1.24 2.51 1.12 2.51 1.00 1.37 .00 1.37 .00 2.84 1.47 2.77 1.47 2.69 1.47 2.58 1.47 2.43 1.47 2.23 .00 .97 .00 1.08 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 3.000 .013 1.500 .013 1.500 .013 .000 .00 .000 .000 .000 .00 .00 .000 .00 .000 .00 .000 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 PIPE 1 0 0 00 PIPE PAGE Date: 3-17-2015 Time:10:20:39 .0168 3.05 4.11 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ************************************************************************************************************************** ******** I Invert j Depth j Water ] Q j Vel Vel j Energy | Super jCritical]Flow Top]Height/]Base Wt] ]No Wth 10 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 11 of 14 LINE5RR.0UT station L/Elem 1761.690 DUNCT STR 1765.690 2.709 1768.399 38.801 1807.200 13.988 1821.188 11.992 1833.180 8.312 1841.492 6.198 1847.690 DUNCT STR 1852.690 2.148 Elev Ch Slope 114.470 .0825 114.800 .0915 115.048 .0915 118.600 .0916 119.882 .0916 120.980 .0916 121.742 .0916 122.310 .0660 122.640 .0936 Printed: 3/18/2015 (FT) I Elev j (CFS) Modified: 3/17/2015 10:20:41 AM AM 3.121 .695 .695 .722 .741 .770 .800 .831 .845 117.591 115.495 115.743 119.322 120.623 121.751 122.542 123.141 123.485 ********* 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60 13.60 (FPS) Head SF Ave 7.70 .92 16.97 4.47 -I- .0871 16.96 4.47 .0818 16.17 4.06 .0730 15.61 3.78 .0654 14.88 3.44 .0576 14.19 3.13 .0508 13.53 2.84 .0464 13.26 2.73 -I- .0439 Grd.El, HF 118.51 119.97 .24 120.21 3.17 123.38 1.02 124.40 .78 125.19 .48 125.67 .32 125.98 .23 126.21 .09 Elev SE Dpth .00 .27 .96 .27 .96 .00 .72 .00 .74 .00 .77 .00 .00 .83 Depth Froude N ******** 1.37 .85 1.37 4.09 1.37 4.08 1.37 3.81 1.37 3.61 1.37 3.36 1.37 3.12 1.37 2.90 1.37 2.81 Width Norm Dp ******** .00 1.50 .69 1.50 .69 1.50 .69 1.50 .69 1.50 .69 1.50 .69 1.49 1.49 .68 Dia.-FT "N" 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 or l.D. X-Fall .000 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGWlLINE5\Riprap .00 .000 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR 00 00 00 00 00 00 00 00 00 00 00 00 00 .00 00 00 00 00 .0 Prs/Pip Type Ch ******* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE .0 .0 Page 12 of 14 LINE5RR.0UT Printed: 3/18/2015 Modified: 3/17/201510!20:41 AMAM E FILE: LINE5RR.WSW PAGE 11 Date: 3-17-2015 Time:10:20:39 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ****************************************=|,****;^*:^^^^*^^^^^^^^^^^^^^^^^^^^^^^^^^ ******** Station L/Elem 1854.838 3.764 1858.602 3.063 1861.665 2.518 1864.182 2.081 1866.264 1.695 1867.959 1.371 1869.330 1.093 Invert Elev Ch Slope 122.841 .0936 123.193 .0936 123.480 .0936 123.716 .0936 123.910 .0936 124.069 .0936 124.197 .0936 Depth (FT) .861 .896 .933 .972 1.013 1.058 1.107 Water Elev ********* 123.702 124.089 124.413 124.688 124.923 125.127 125.304 Q (CFS) ********* 13.60 13.60 13.60 13.60 13.60 13.60 13.60 Vel (FPS) Vel Head SF Ave ******* I ******* 12.95 2.60 -1- .0400 12.34 2.37 -I- .0354 11.77 1 11.22 10.70 •I- 10.20 9.73 2.15 .0314 1.96 .0279 1.78 .0248 1.62 .0222 1.47 .0199 Energy Grd.El. HF ********* 126.30 .15 126.46 .11 126.56 .08 126.64 .06 126.70 .04 126.74 .03 126.77 .02 Super Elev SE Dpth ******* .00 .86 .00 .90 .00 .93 .00 .97 1.01 .00 1.06 .00 1.11 Critical Depth Froude N 1.37 2.71 1.37 2.51 1.37 2.33 1.37 2.15 1.37 1.98 1.37 1.82 1.37 1.66 Flow Top Width Norm Dp 1.48 .68 1.47 .68 1.45 .68 1.43 .68 1.40 .68 1.37 .68 1.32 .68 Height/ Dia.-FT "N" 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** 00 00 00 00 00 00 00 00 00 00 00 00 00 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 0 0 0 0 0 00 PIPE P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 13 of 14 Printed: 3/18/2015 LINE5RR.0UT Modified: 3/47/2015 "f0:20:41 AMAM 1870.423 124.300 -1- -I .838 I .0936 1871.261 124.378 1.160 125.460 1.218 125.596 13.60 9.27 13.60 8.84 1.34 126.80 -I- .0179 .02 1.21 126.81 .548 .0936 B FILE: LINE5RR.WSW .00 1.37 -I- 1.16 1.51 I .00 1.37 -I- 1.36 1.22 1.26 1.500 1 - 1 .000 .00 1 .0 1 .68 1 - - 1 - .013 1 1 1 .00 1 .00 1 - PIPE 1 1.17 1 1 1.500 1 1 1 .000 1 .00 1 1 .0 1 .68 .013 - 1 - .00 .00 1 - PIPE PAGE 12 Date: 3-17-2015 Time:10:20:39 .0163 .01 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1355 WATER SURFACE PROFILE LISTING QUARRY CREEK STREET 'A' STORM DRAIN LINES 100-YEAR STORM EVENT ***************************************************************************************^;|C*,);*j|t^<***;|,^^^^5|t^<^^^^^^^^^^^^^ ******** I Invert | Depth | Water ] Q j Vel Vel j Energy j Super jCriticaljFlow Top]Height/]Base Wtj jNo Wth Station j Elev | (FT) j Elev j (CFS) j (FPS) Head j Grd.El.j Elev j Depth j Width jDia.-Fljor l.D.j ZL jprs/Pip -]- -]- -I- -I- -I- -I- -j- -1- -I- -I- -j- -I- -1- -1 L/Elem jch Slope ] ] j j SF Avej HF jSE DpthjFroude NjNorm Dp j "N" j X-Fallj ZR jType Ch ********* I ********* I ******** I ********* I ********* I ******* I ******* I ********* I *****^,|< I + I j);;4,^*^^5|,^ I ^ I******* I .00 1 .0 1- .00 PIPE I .00 0 .0 1871.809 124.429 -I- -] .221 .0936 WALL ENTRANCE ] ] 1872.030 124.450 1.286 125.715 1.371 125.821 13.60 8.43 1.10 126.82 .00 1 .0151 .00 13.60 8.03 1.00 126.82 1.29 .00 1.37 1.20 1.37 1.05 1.500 -I- .68 .013 .84 1.500 .000 -1 .00 1 P:\2468.20\Engr\Reports\DRAIN-FE\HYDRA\WSPGW\LINE5\Riprap Page 14 of 14 Worksheet for Node 240; SDD-106 Type D .Project Delp/jpipon Friction Method Solve For Input Data <^ Channel Slope Discharge Section Definitions -I v; :'.ii Manning Formula Normal Depth 0.40000 ft/ft 1-46 ftVs station (ft) Elevatibn^Cft) 0+00 1.00 0+00 0.59 0+01 0.34 0+01 0.18 0+01 0.08 0+01 0.02 0+02 0.00 0+02 0.02 0+02 0.08 0+02 0.18 0+03 0.34 0+03 0.59 0+03 1.00 Roughness Segment Definitions :'Start Station •X 'Endih^Statipn Roughness Coefficient i (0+00, 1.00) Options c^urreni Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method (0+03, 1.00) 0.015 12/3/2014 2:06:06 PM Bentley Systems, Inc. Haestad Methods SolBttaUdiJeHtoHrMaster V8l (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 Worksheet for Node 240: SDD-106 Type D Results ;^'^.,V'.-'^ Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius Top Width Normal Depth Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope 0.00 to 1.00 ft Supercritical Ifffil 0.14 ft 0.12 ft2 1.33 ft 0.09 ft 1.29 ft 0.14 ft 0.37 ft 0.00579 ft/ft 12.42 ft/s 2.40 ft 2.54 ft 7.27 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ft/s Infinity ft/s 0.14 ft 0.37 ft 0.40000 ft/ft 0.00579 ft/ft 12/3/2014 2:06:06 PM Bentley Systems, Inc. Haestad Methods SolBSotldJeHtewMaster VSI (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Worksheet for Node 542: SDD-106 Type D Friction Method Solve For •Input.Data \- Channel Slope Discharge Section Definitions Manning Formula Normal Depth .4; 1 0.18900 ft/ft 4.90 ft% - SI if •-(f.- station (ft) EleMion (ft) 0+00 0+00 0+01 0+01 0+01 0+01 0+02 0+02 0+02 0+02 0+03 0+03 0+03 1.00 0.59 0.34 0.18 0.08 0.02 0.00 0.02 0.08 0.18 0.34 0.59 1.00 Roughness Segment Definitions % Start Station Ending Station *!iJ Roughness Coefficient '4 (0+00, 1.00) (0+03, 1.00) 0.015 Options current Kougnness vveigniea Method Open Channel Weighting Method Closed Channel Weighting Method Pavlovskii's Method Pavlovskii's Method Pavlovskii's Method 12/3/2014 2:06:17 PM Bentiey Systems, Inc. Haestad Methods SolBSaUd^cniwMaster VSI (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page lof 2 Worksheet for Node 542; SDD-106 Type D Normal Depth Elevation Range Flow Area Wetted Perimeter Hydraulic Radius Top Width Normal Depth Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope 0.00 to 1.00 ft Supercritical 0.29 ft 0.36 ft^ 1.96 ft 0.18 ft 1.84 ft 0.29 ft 0.68 ft 0.00520 ft/ft 13.79 ft/s 2.96 ft 3.24 ft 5.53 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ft/s Infinity ft/s 0.29 ft 068 ft 0.18900 ft/ft 0.00520 ft/ft p 12/3/2014 2:06:17 PM Bentley Systems, Inc. Haestad Methods SolBlMitld^diknvMaster VSi (SELECTseries 1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 Excerpts from Reclamation Plan Drainage Report: Asbuilt (Q-uItimate) WSPG models FILE: Line-l.WSW Date: 6-14-2011 Time: PAGE 1 7: 5:45 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coas-t Materials Quarry- Private Storm Drain. Line-1 100-Year Storm Event ************************************************** *********** ******** Station L/Elem ********* 101.830 26.550 128.380 40.401 168.781 29.916 198.698 22.962 221.660 4.000 225.660 116.665 342.325 112.959 455.284 62.956 518.241 41.729 Invert Elev Ch Slope ********* 85.010 .0625 86.570 .0625 89.195 .0625 91.065 .0625 92.500 .1250 93.000 .0294 96.427 .0294 99.745 .0294 101.594 .0294 Depth (FT) ******** 2.153 2.191 2.271 2.356 2.446 2.498 2.543 2.541 2.744 Water Elev ********* 87.163 88.861 91.466 93.421 94.946 95.498 93.970 102.386 104.338 Q (CFS) ********* 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 Vel (FPS) Vel Head SF Ave ******* I ******* 26.73 11.09 .0450 26.12 10.59 .0410 24.91 9.64 -1- .0361 23.75 8.76 .0317 22.65 7.96 -1- .0333 22.05 7.55 .0258 21.54 7.21 .0244 20.54 6.55 .0216 19.58 5.95 •1- Energy Grd.El. HF ********* 98.26 1.20 99.45 1.66 101.10 1.08 102.18 .73 102.91 .13 103.05 3.13 105.18 2.76 108.94 .0190 1.35 110.29 .79 Super Elev SE Dpth ******* 1. 69 3.84 .00 2.19 .00 2.27 .00 2.36 .00 2.45 .00 2.50 .00 2.54 .00 2.64 .00 2.74 Critical Depth Froude N ******** 4.18 3.69 4.18 3.56 4.18 3.33 4.18 3.10 4.18 2.89 4.18 2.77 4.18 2.68 4.18 2.49 4.18 2.32 Flow Top Width Norm Dp ******** 4.95 1.98 4.96 1.98 4.98 1.98 4 .99 1.98 5.00 1.71 5.00 2.45 5.00 2.45 4.99 2.45 4.98 2.45 Height/ Dia.-FT "N" ******* 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .014 5.000 .013 5.000 .013 5.000 .013 5.000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-1.WSW WSPGW- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING Date: 6-14-2011 Time: 7: 5:46 South Coast Materials Quarry Private Storm Drain Line-1 100-Year Storm Event ******************************************************************************************************** ******** Station L/Elem ******** * 559.970 4.000 563.970 50.946 614.916 66.660 681.576 54.631 736.207 46.722 782.929 41.301 824.230 4.000 828.230 10.484 838.714 10.250 Invert Elev Ch Slope ********* 102.820 .0825 103.150 .0125 103.786 .0125 104.519 .0125 105.301 .0125 105.884 .0125 106.400 .0825 106.730 .0769 107.536 .0769 Depth (FT) ******** 2.854 2.927 2.857 2.748 2.645 2.546 2.453 2.481 2.562 Water Elev ********* 105.674 106.077 106.643 107.367 107.946 108.430 108.853 109.211 110.098 Q (CFS) ********* 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 Vel (FPS) Vel Head SF Ave *******!******* 18.67 5.41 .0199 18.11 5.09 .0171 18.64 5.40 .0189 19.55 5.94 -1- .0215 20.51 6.53 .0243 21.51 7.18 .0276 22.56 7.90 .0334 22.24 7.68 -1- .0268 21.34 7.07 -I- .0238 Energy Grd.El. HF ********* 111.09 .08 111.17 .87 112.04 1.26 113.30 1.17 114.48 1.14 115.61 1.14 116.75 .13 116.89 .28 117.17 .24 Super Elev SE Dpth ******* .00 2.85 .00 2.93 .00 2.86 .00 2 .75 .00 2.65 .00 2.55 .00 2.45 .00 2.48 .00 2.56 Critical Depth Froude N ******** 4.18 2.15 4.18 2.05 4.18 2.15 4.18 2.31 4.18 2.49 4.18 2.67 4.18 2.87 4.18 2.81 4.18 2.64 Flow Top Width Norm Dp ******** 4.95 1.92 4.93 3.21 4.95 3.21 4.98 3.21 4.99 3.21 5.00 3.21 5.00 1.92 5.00 1.88 5.00 1.88 Height/ Dia.-FT "N" ******* 5.000 .014 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .014 5.000 .013 5.000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-1.WSW PAGE 3 Date: 6-14-2011 Time: 7: 5:46 WSPGW- CIVILDESIGN Version 14.06 Prograra Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-1 100-Year Storm Event ****************************************************************** + ******************************************************* ******** Station L/Elem ********* 848.964 8.598 857.562 7.221 864.784 6.066 870.850 5.067 875.917 4.203 880.120 3.419 883.539 2.691 886.230 1.020 887.250 1.615 Invert Elev Ch Slope ********* 108.324 .0769 108.986 .0769 109.541 .0759 110.007 .0769 110.397 .0769 110.720 .0769 110.983 .0769 111.190 .0825 111.274 .0825 Depth (FT) ******** 2.661 2.755 2.875 2.991 3.114 3.244 3.383 3.533 3.611 Water Elev ********* 110.985 111.751 112.416 112.998 113.511 113.964 114.366 114.723 114.885 Q (CFS) ********* 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 Vel (FPS) Vel Head SF Ave ******* j ******* 20.35 6.43 -1- .0210 19.40 5.84 -1- . 0186 18.50 5.31 .0164 17.64 4.83 .0145 16.82 4.39 .0129 16.03 3.99 .0114 15.29 3.63 .0102 14.58 3.30 -1- .0108 14.24 3.15 -1- .0100 Energy Grd.El. HF ********* 117.41 .18 117.59 .13 117.73 .10 117.83 .07 117.90 .05 117.96 .04 117.99 .03 118.02 .01 118.03 .02 Super Elev SE Dpth ******* .00 2. 66 .00 2.77 .00 2.88 .00 2.99 .00 3.11 .00 3.24 .00 3.38 .00 3.53 .00 3.51 Critical Depth Froude N ******** 4.18 2.46 4.18 2.28 4.18 2.12 4.18 1.97 4.18 1.82 4.18 1.68 4.18 1.55 4.18 1.42 4.18 1.36 Flow Top Width Norm Dp ******** 4.99 1.88 4.97 1.88 4.94 1.88 4.90 1.88 4.85 1.88 4.77 1.88 4.68 1.88 4.55 1.92 4.48 1.92 Height/ Dia.-FT "N" ******* 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .014 5.000 .014 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-1.WSW PAGE 4 Date: 6-14-2011 Time: 7: 5:46 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-1 lOO-Year Storm Event .************+************************************************************************************************************* ******** Station L/Elem ********* 888.866 .1,008 889.874 .356 890.230 WALL ENTRANCE 890.230 .903 891.133 .848 891.980 .794 892.774 .014 892.788 HYDRAULIC 892.788 Invert Elev Ch Slope ********* 111.407 .0825 111.491 .0825 111.520 111.520 .3640 111.849 .3640 112.157 .3640 112.446 .3640 112.451 JUMP 112.451 Depth (FT) ******** 3.780 3.966 4.177 7.764 7.403 7.058 6.730 6.724 1.462 Water Elev ********* 115.188 115.457 115.697 119.284 119.251 119.215 119.176 119.175 113.913 Q (CFS) ********* 21.6.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 Vel (FPS) Vel Head SF Ave ******* I ******* 13.57 2.86 12.94 .0090 2.60 12.34 .0081 2.36 4.64 .33 .0008 4.87 .37 .0009 5.11 .40 .0010 5.35 .45 -1- .0011 5.36 .45 24.65 9.44 -1- Energy Grd.El. HF ********* 118.05 .01 118.06 .00 118.06 119.62 .00 119.62 .00 119.62 .00 119.62 .00 119.62 123.35 Super Elev SE Dpth ******* .00 3.78 .00 3.97 .00 .00 7.76 .00 7.40 .00 7.06 .00 6.73 .00 .00 Critical Depth Froude N ******** 4.18 1.24 4.18 1.12 4.18 3.43 .29 3.43 .32 3.43 .34 3.43 .36 3.43 3.43 Flow Top Width Norm Dp ******** 4.29 1.92 4.05 1.92 3.71 6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 6.00 Height/ Dia.-FT "N" ******* 5.000 .014 5.000 .014 5.000 7.000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 7.000 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 6.000 .00 6.000 .00 6.000 .00 6.000 .00 6.000 6.000 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2.204 .3640 .0597 .13 1.46 3.59 .81 .015 .00 .00 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 0 .0 RECTANG FILE: Line-1.WSW WSPGW- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number; 1559 WATER SURFACE PROFILE LISTING Date: 6-14-2011 Time: 7: 5:46 South Coast Materials Quarry Private Storm Drain Line-1 lOO-Year Storm Event ************************************************************************************************************************** ******** Station L/Elem ********* 894.992 2.292 897.284 2.007 899.290 1.758 901.048 1.539 902.587 1.344 903.931 1.171 905.103 1.015 906.118 .875 906.993 .748 Invert Elev Ch Slope ********* 113.253 .3640 114.088 .3640 114.818 .3640 115.458 .3640 116.018 .3640 116.507 .3640 116.934 .3640 117.303 .3640 117.622 .3640 Depth (FT) ******** 1.525 1.599 1.677 1.759 1.845 1.935 2.030 2.129 2.232 Water Elev ********* 114.778 115.687 116.495 117.217 117.863 118.442 118.963 119.432 119.854 Q (CFS) ********* 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 Vel (FPS) Vel Head SF Ave t****** j******* 23.63 8.67 .0525 22.53 7.88 .0458 21.48 7.17 .0400 20.48 6.51 -1- .0349 19.53 5.92 .0305 18.52 5.38 -1- .0267 17.75 4.89 .0233 16.93 4.45 .0204 16.14 4.05 •1- Energy Grd.El. HF ********* 123.45 .12 123.57 .09 123.66 .07 123.73 .05 123.79 .04 123.83 .03 123.86 .02 123.88 .0179 .02 123.90 .01 Super Elev SE Dpth ******* .00 1.52 .00 1.60 .00 1.68 .00 1.76 .00 1.85 .00 1.94 .00 2.03 .00 2.13 .00 2.23 Critical Depth Froude N ******** 3.43 3.37 3.43 3.14 3.43 2.92 3.43 2.72 3.43 2.53 3.43 2.36 3.43 2.20 3.43 2.04 3.43 1.90 Flow Top Width Norm Dp ******** 6.00 .81 6.00 .81 6.00 .81 .6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 .81 Height/ Dia.-FT "N" ******* 7.000 .015 7.000 .015 7.000 .015 7,000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 .015 Base Wt or l.D. X-Fall ******* 6.000 .00 6.000 .00 6.000 .00 6.000 .00 6.000 .00 6.000 .00 6.000 .00 .000 .00 6.000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG FILE: Line-1.WSW PAGE 6 Date: 6-14-2011 Time: 7: 5:46 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-1 lOO-Year Storm Event ****st**************************************************************************'******************************************* ******** Station L/Elem ********* 907.741 .632 908.373 .526 908.898 .428 909.326 .338 909.664 .254 909.918 .176 910.094 .103 910.196 .034 910.230 Invert Elev Ch Slope ********* 117.894 .3640 118.124 .3640 118.315 .3640 118.471 .3640 118.594 .3640 118.686 .3640 118.750 .3640 118.788 .3640 118.800 Depth (FT) ******** 2.341 2.456 2.576 2.701 2.833 2.971 3.116 3.269 3.429 Water Elev ********* 120.235 120.580 120.891 121.172 121.427 121.658 121.867 122.056 122.229 Q (CFS) ********* 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 216.20 Vel (FPS) Vel Head SF Ave *******[******* 15.39 3.68 -1- 14.67 .0157 3.34 13.99 .0138 3.04 13.34 .0121 2.76 12.72 .0107 2.51 12.13 .0094 2.28 11.56 .0083 2.08 11.02 .0073 1.89 10.51 .0064 1.71 Energy Grd.El. HF ********* 123.91 .01 123.92 .01 123.93 .01 123.94 .00 123.94 .00 123.94 .00 123.94 .00 123.94 .00 123.94 Super Elev SE Dpth ******* .00 2.34 .00 2.46 .00 2.53 .00 2.70 .00 2.83 .00 2.97 .00 3.12 .00 3.27 .00 Critical Depth Froude N ******** 3.43 1.77 3.43 1.65 3.43 1.54 3.43 1.43 3.43 1.33 3.43 1.24 3.43 1.15 3.43 1.07 3.43 Flow Top Width Norm Dp ******** 6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 .81 6.00 Height/ Dia.-FT "N" ******* 7.000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 .015 7.000 Base Wt or l.D. X-Fall ******* 6.000 .00 6.000 .00 6.000 .00 6.000 .00 6.000 .00 5.000 .00 6.000 .00 6.000 .00 6.000 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No' wth Prs/Pip Type Ch ******* 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 RECTANG 0 .0 FILE: Line-2.WSW WSPGW- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING Date: 6-14-2011 Time: 7: 7:14 South Coast Materials Quarry Private Storm Drain line-2 lOO-Year Storm Event *********.************************************************************************************************************* ******** Station L/Elem ********* 100.000 5.840 105.840 6.198 112.038 17.632 129.670 6.660 136.330 16.670 153.000 4.000 157.000 3.075 160.075 7.086 157.161 6.062 Invert Elev Ch Slope ********* 85.010 .0050 85.039 .0050 85.070 .0050 85.158 .0050 85.191 .0050 85.275 .0825 85.605 .2633 36.415 .2633 38.281 .2533 Depth (FT) ******** 1.702 1.683 1.653 1.607 1.585 1.531 1.528 1.548 1.602 Water Elev ********* 86.712 86.722 86.733 85.765 86.776 86.806 87.133 87.963 89.883 Q (CFS) ********* 159.70 159.70 159.70 159.70 159.70 159.70 159.70 159.70 159.70 Vel (FPS) Vel Head SF Ave ******* I ******* 27.09 11.39 .0617 27.50 11.75 •1- .0645 27.95 12.13 .0706 29.32 13.35 .0773 29.87 13.85 .0849 31.32 15.23 .1054 31.42 15.33 .0890 30.85 14.78 .0813 29.41 13.43 -1- .0712 Energy Grd.El. HF ********* 98.10 .36 98.47 .40 98.87 1.24 100.11 .51 100.63 1.41 102.04 .42 102.45 .27 102.74 .58 103.32 .43 Super Elev SE Dpth ******* .00 1.70 1.45 3.13 1.49 3.15 .00 1.61 .00 1.59 .00 1.53 .00 1.53 .00 1.55 .00 1.60 Critical Depth Froude N ******** 3.62 4.28 3.62 4.37 3.52 4.47 3.62 4.7E 3.62 4.91 3.62 5.25 3.62 5.27 3.62 5.14 3.62 4.81 Flow Top Width Norm Dp ******** • 4.74 3.61 4.73 3.60 4.71 3.60 4.67 3.59 4.65 3.59 4.61 1.63 4.51 1.17 4.62 1.17 4.67 1.17 Height/ Dia.-FT "N" ******* 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .014 5.000 .013 5.000 .013 5.000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 ,0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-2.WSW PAGE 2 Date: 6-14-2011 Time: 7: 7:14 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-2 lOO-Year Storm Event t****************************************************************** ******** Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head L/Elera ******* * * Ch Slope ********* ******** ********* ********* ******* SF Ave ******* HF ********* SE Dpth ******* Froude N ******** Norm Dp ******** "N" ******* X-Fallj ******* 1 173 .224 89.877 1 659 91 .536 159 .70 28 .05 12.21 103.75 .00 3.62 4 .71 5.000 .000 5 234 .2633 .0624 .33 1.66 4.49 1 .17 .013 .00 178 457 91.255 1 718 92 973 159 .70 26 .74 11.10 104.08 .00 3.62 4 .75 5.000 .000 4 546 .2533 .0547 .25 1.72 4.20 1 .17 .013 .00 183 004 92.452 1 779 94 231 159 .70 25 .50 10.09 104.32 .00 3.62 4 .79 5.000 .000 3 968 .2633 .0480 •19 1.78 3.93 1 .17 .013 .00 186 972 93.497 1 842 95 339 159 .70 24 .31 9.18 104.52 .00 3.62 4 .82 5.000 .000 3 468 .2633 .0420 .15 1.84 3.67 1 .17 .013 .00 190 440 94.410 1. 909 96 319 159 .70 23 .18 8.34 104.65 .00 3.62 4 .86 5.000 .000 6 000 .0550 .0454 .27 1.91 3.43 1 .81 .014 .00 195 440 94.740 1. 914 96 654 159 .70 23 10 8.28 104.94 .00 3.62 4 .86 5.000 .000 24. 300 .0559 .0374 .91 1.91 3.41 1 .74 .013 .00 220. 740 95.099 1. 958 98 057 159 .70 22 40 7.79 105.85 .00 3.62 4 .88 5.000 .000 28 574 .0559 .0336 .96 1.95 3.27 1 .74 .013 .00 249 314 97.696 2. 029 99 725 159 .70 21 36 7.08 106.81 .00 3.62 4 91 5.000 .000 21 579 .0559 .0295 .64 2.03 3.05 1 74 .013 .00 270. 894 98.902 2. 103 101. 005 159 70 20 36 6.44 107.45 .00 3.62 4 94 5.000 .000 16. 944 .0559 .0259 .44 2.10 2.85 1 74 .013 .00 Energy Grd.El. Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or l.D. ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-2.WSW PAGE 3 Date: 6-14-2011 Time: 7: 7:14 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-2 lOO-Year Storm Event .*^************************************************************************************************************************ ******** Station L/Elem ********* 287.837 13.603 301.440 6.000 307.440 18.541 325.981 35.271 361.252 31.8 99- 393.151 29.176 422.327 • 25.956 449.283 25.094 474.377 23.494 Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. ICh Slope 1 ********* ******** ********* ********* ******* SF Ave ******* HF ********* SE Dpth ******* Froude N ******** Norm Dp ******** "N" ******* X-Fall ******* ZR ***** IType Ch 1 ******* 99.850 2 .180 102 .030 159 .70 19 42 5.85 107 .88 .00 3.62 4 96 5.000 .000 .00 1 .0 .0559 .0228 .31 2.18 2.66 1 74 .013 .00 .00 PIPE 100.610 2 .261 102 .871 159 .70 18 51 5.32 108 .19 .00 3.62 4 98 5.000 .000 .00 1 .0 .0550. .0240 .14 2.26 2.48 1 81 .014 .00 .00 PIPE 100.940 2 299 103 .239 159 .70 18 12 5.10 108 34 .00 3.62 4 98 5.000 .000 .00 1 .0 .0100 .0207 .38 2.30 2.40 2 83 .013 .00 .00 PIPE 101.126 2 258 103 .384 159 .70 18 54 5.34 108 72 .00 3.62 4 98 5.000 .000 .00 1 .0 .0100 .0228 .81 2.26 2.48 2 83 .013 .00 .00 PIPE 101.479 2 177 103 .656 159 .70 19 45 5.87 109 53 .00 3. 62 4 96 5.000 .000 .00 1 .0 .0100 .0260 83 2.18 2.66 2 83 .013 .00 .00 PIPE 101.798 2 100 103 .898 159 .70 20 40 5.45 110 36 .00 3.62 4 94 5.000 .000 .00 1 .0 .0100 .0296 86 2.10 2.85 2 83 .013 .00 .00 PIPE 102.090 2 026 104 .116 159 .70 21 39 7.11 111 22 .00 3.62 4 91 5.000 .000 .00 1 .0 .0100 .0337 91 2.03 3.06 2 83 .013 .00 .00 PIPE 102.360 1 955 104 .315 159 .70 22 44 7.82 112 13 .00 3.62 4 88 5.000 .000 .00 1 .0 .0100 .0385 96 1.96 3.27 2 83 .013 .00 .00 PIPE 102.511 1 887 104 498 159 .70 23 53 8.60 113 10 .00 3.62 4 85 5.000 .000 .00 1 .0 .0100 .0438 1 03 1.89 3.50 2 83 .013 .00 .00 PIPE Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or l.D. ZL No Wth Prs/Pip FILE: Line-2.WSW WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING' South Coast Materials Quarry Private Storm Drain Line-2 lOO-Year Storm Event PAGE 4 Date: 6-14-2011 Time: 7: 7:14 k* ******** Station L/Elem ********* 497.870 22.075 519.945 20.842 540.787 19.718 560.505 18.705 579.210 4.000 583.210 22.791 606.001 46.243 652.245 35.881 588.126 29.524 Invert Elev Ch Slope ********* 102.846 .0100 103.067 .0100 103.275 . 0100 103.473 .0100 103.660 .0825 103.990 .0596 105.348 .0596 108.103 .0596 110.241 .0596 Depth (FT) ******** 1.822 1.759 1.599 1.641 1.585 1.583 1.562 1.509 1.459 Water Elev ********* 104.668 104.826 104.975 105.114 105.245 105.573 106.910 109.612 111.700 Q (CFS) ********* 159.70 159.70 159.70 159.70 159.70 159.70 159.70 159.70 159.70 Vel (FPS) Vel Head SF Ave ******* I ******* 24.68 9.46 .0500 25.89 10.40 -1- .0571 27.15 11.45 -1- .0651 28.47 12.59 .0743 29.86 13.85 .0921 29.91 13.89 .0816 30.45 14.40 .0896 31.94 15.84 -1- .1023 33.50 17.42 -1- .1169 Energy Grd.El. HF ********* 114.13 1.10 115.23 1.19 116.42 1.28 117.70 1.39 119.09 .37 119.47 1.86 121.31 4.14 125.45 3.67 129.12 3.45 Super Elev SE Dpth ******* .00 1.82 .00 1.76 .00 1.70 .00 1.64 1.69 3.27 .00 1.58 .00 1.56 .00 1.51 .00 1.46 Critical Depth Froude N ******** 3.62 3.75 3.62 4.01 3.52 4.29 3.62 4.59 3.62 4.91 3.62 4.92 3. 62 5.05 3.52 5.39 3.62 5.75 Flow Top Width Norm Dp ******** 4.81 2.83 4.78 2.83 4.74 2.83 4.70 2.83 4.65 1.63 4.65 1.71 4.63 1.71 4.'59 1.71 4.55 1.71 Height/ Dia.-FT "N" ******* 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .014 5.000 .013 5.000 .013 5.000 .013 5.000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ,000 .00 ,000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 PIPE 0 FILE: Line-2.WSW PAGE 5 Date: 6-14-2011 Time: 7: 7:14 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-2 lOO-Year Storm Event ************************************************************************************************************************** ******** Station L/Elem ********* 717.650 4.000 721.650 7.307 728.957 6.432 735.390 5.527 740.917 4.781 745.598 4.165 749.853 3.646 753.509 3.203 756.711 2.818 Invert Elev Ch Slope ********* 112.000 .0825 112.330 .3470 114.855 .3470 117.098 .3470 119.016 .3470 120.676 .3470 122.121 .3470 123.386 .3470 124.498 .3470 Depth (FT) ******** 1.410 1.403 1.450 1.501 1.553 1.608 1.665 1.724 1.785 Water Elev ********* 113.410 113.733 116.316 118.599 120.569 122.284 123.786 125.110 126.283 Q • (CFS) ********* 159.70 159.70 159.70 159.70 159.70 159.70 159.70 159.70 159.70 Vel (FPS) Vel Head SF Ave ******* I ******* 35.13 19.17 •1- .1460 35.37 19.43 -1- .1194 33.77 17.71 .1047 32.20 16.10 .0916 30.70 14.64 .0802 29.27 , 13.31 .0703 27.91 12.10 .0616 26.61 11.00 .0540 25.37 10.00 -I- .0473 Energy Grd.El. HF ********* 132.58 .58 133.16 .87 134.03 . 67 134.70 .51 135.21 .38 135.59 .29 135.88 .22 136.11 .17 136.28 .13 Super Elev SE Dpth ******* .00 1.41 .00 1.40 .00 1.45 .00 1.50 .00 1.55 .00 1.61 .00 1.67 .00 1.72 .00 1.79 Critical Depth Froude N ******** 3.62 6.16 3.62 6.22 3.62 5.83 3.62 5.45 3.62 5.10 3.62 4.77 3.62 4.46 3.62 4.17 3.62 3.90 Flow Top Width Norm Dp ******** 4.50 1.53 4.49 1.09 4.54 1.09 4.58 1.09 4.63 1.09 4.67 1.09 4.71 1.09 4.75 1.09 4.79 1.09 Height/ Dia.-FT "N" ******* 5.000 .014 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 ,000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR *** ** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-2.WSW PAGE 6 Date: 6-14-2011 Time: 7: 7:14 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-2 100-Year Storm Event ************************************************************************************************************************** ******** Station L/Elem ********* 759.530 2.488 762.018 2.192 764.210 JUNCT STR 768.210 .748 768.958 14.268 783.226 11.510 794.737 9.464 804.201 7.883 812.083 6.639 Invert Elev Ch Slope ********* 125.476 .3470 126.339 .3470 127.100 .1250 127.600 .0821 127.661 .0821 128.833 .0821 129.779 .0821 130.556 .0821 131.204 .0821 Depth (FT) ******** 1.849 1.915 1.985 1. 680 1. 682 1.742 1.805 1.871 1.940 Water Elev ********* 127.325 128.254 129.085 129.280 129.344 130.575 131.584 132.427 133.144 Q (CFS) ********* 159.70 159.70 159.70 118.90 118.90 118.90 118.90 118.90 118.90 Vel (FPS) Vel Head SF Ave *******]******* 24.19 9.09 -I- .0415 23.07 8.26 -1- .0364 21.99 7.51 .0438 21.97 7.49 .0414 21.92 7.46 -1- .0388 20.90 6.78 .0340 19.93 6.17 -1- .0299 19.00 5.61 •I- .0262 18.12 5.10 -I- .0230 Energy Grd.El. HF ********* 136.41 .10 136.52 .08 136.60 .18 136.77 .03 136.81 .55 137.36 .39 137.75 .28 138.03 .21 138.24 .15 Super Elev SE Dpth ******* .00 1.85 .00 1.92 2.24 4 .23 .00 1.58 .00 1.68 .00 1.74 .00 1.81 .00 1.87 .00 1.94 Critical Depth Froude N ******** 3.62 3.65 3.62 3.41 3.62 3.18 3.21 3.47 3.21 3.46 3.21 3.23 3.21 3.02 3.21 2.82 3.21 2.63 Flow Top Width Norm Dp ******** 4.83 1.09 4.86 1.09 4.89 4.35 1.40 4.35 1.40 4.38 1.40 4.41 1.40 4.44 1.40 4.46 1.40 Height/ Dia.-FT "N" ******* 5.000 .013 5.000 .013 5.000 .014 4.500 .013 4.500 .013 4.500 .013 4.500 .013 1.500 .013 3.500 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 ,000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-2.WSW WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-2 lOO-Year Storm Event PAGE 7 Date: 6-14-2011 Time: 7: 7:14 Station L/Elem ********* 818.723 5.594 824.317 4.725 829.042 4 .004 833.046 3.373 836.419 2.811 839.230 2.333 841.563 1.887 843.450 1.355 844.805 1.173 Invert Elev Ch Slope ********* 131.749 .0821 132.208 .0821 132.597 .0821 132.925 .0821 133.202 .0821 133.433 .0821 133.625 .0821 133.780 .0825 133.892 .0825 Depth (FT) ******** 2.011 2.086 2.165 2.247 2.333 2.424 2.519 2.620 2.713 Water Elev ********* 133.760 134.295 134.762 135.173 135.536 135.857 135.144 136.400 136.605 (CFS) ********* 118.90 118.90 118.90 118.90 118.90 118.90 118.90 118.90 118.90 Vel (FPS) Vel Head SF Ave ******* I ******* 17.27 4.63 16.47 .0202 4.21 •1- .0178 15.70 3.83 .0157 14.97 3.48 .0138 14.28 3.16 .0122 13.61 2.88 -I- 12.98 .0107 2.62 .0095 12.37 2.38 11.86 .0098 2.18 •I- Energy Grd.El, HF ********* 138.39 .11 138.51 .08 138.59 .06 138.65 .05 138.70 .03 138.73 .03 138.75 .02 138.78 .0087 .01 138.79 .01 Super Elev SE Dpth ******* .00 2.01 .00 2.09 .00 2.17 .00 2.25 .00 2.33 .00 2.42 .00 2.52 .00 2.62 .00 2.71 Critical Depth Froude N ******** 3.21 2.45 3.21 2.29 3.21 2.13 3.21 1.99 3.21 1.85 3.21 1.72 3.21 1.60 3.21 1.48 3.21 1.39 Flow Top Width Norm Dp ******** 4.47 1.40 4.49 1.40 4.50 1.40 4.50 1.40 4.50 1.40 4.49 1.40 4.47 1.40 4.44 1.46 4.40 1.46 Height/ Dia.-FT "N" ******* 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .014 4.500 .014 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 ,000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ******** No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-2.WSW Date: 6-14-2011 Time: 7: 7:14 ******** WSPGW- CIVILDESIGN Version 14.06 PAGE 8 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-2 lOO-Year Storm Event t********************************************************** ******** I Invert Station I Elev Depth (FT) Water Elev 1 Q I Vel Vel | Energy | Super 1 Critical!Flow Topi Height/1Base Wt (CFS) 1 (FPS) Head I Grd.El.| Elev 1 Depth I Width |Dia.-FT|or l.D. •1-•1-•I-•1-L/Elem ICh Slope 11 1 | SF Ave| HF |SE Dpth1Froude NI Norm Dp j "N" 1 X-Fall ********* I ********* I ******** j ********* j ********* j *******[******* I *********[******* I ********[********[******* I ******* 1 I 845,979 133.989 1 1 2.825 136.814 118.90 11.31 1.99 138.80 .00 3.21 i 1 4.35 4.500 .000 •1- .823 .0825 I i 846.801 134.057 .0077 .01 I 2.944 137.001 118.90 10.78 •1- 1.81 138.81 -1- 2.83 1.28 1.46 I 1 .00 3.21 4.28 -1- -1- ,014 4.500 .00 .000 .491 .0825 .0059 .00 2.94 1 I 11 I I I 847.292 134.097 3.071 137.168 118.90 10.28 1.64 138.81 .00 1 1.18 3.21 1.46 4.19 .014 4.500 .00 .000 •I- .158 .0825 847.450 134.110 -I- -i •I- 3.209 137.319 •I-•1- I 118.90 9.80 .0061 .00 1 I 1.49 138.81 3.07 1.09 1 •1- .00 3.21 -I- 1.46 4.07 .014 1 1 4.500 •1- -1- .00 .000 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 FILE: Line-3.WSW Date: 5-23-2011 Time: 7:43:28 WSPGW- CIVILDESIGN Version 14.06 PAGE Program Package Serial Nuraber: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-3 lOO-Year Storm Event ************************************************************************************************************************** ******** Station L/Elem ********* 88.760 1.158 89.928 6.969 96.897 6.689 103.586 6.420 110.005 6.157 116.163 5.919 122.082 5.578 127.760 4.000 131.760 13.190 Invert Elev Ch Slope ********* 71.260 .0050 71.266 .0050 71.301 .0050 71.334 .0050 71.356 .0050 71.397 .0050 71.427 .0050 71.455 .0825 71.785 .2357 Depth (FT) ******** ,790 .786 ,760 .735 .711 .687 ,565 ,644 . 635 Water Elev ********* 72.050 72.052 72.061 72.069 72.077 72.084 72.092 72.099 72.420 Q (CFS) ***** * * * * 32.50 32.50 32.50 32.50 32.50 32.50 32.50 32.50 32.50 Vel (FPS) Vel Head SF Ave ******* I ******* 19.95 6.18 •1-.0843 20.10 6.28 -1- .0913 21.09 6.90 -1- .1045 22.11 7.59 -1- .1196 23.19 8.35 -1- .1368 24.33 9.19 .1565 25.51 10.11 .1792 26.76 11.12 .1971 27.32 11.59 .1960 Energy Grd.El. HF ********* 78.23 .10 78.33 .64 78.96 .70 79.66 .77 80.43 .84 81.27 .93 82.20 1.02 83.22 .79 84.01 2.59 Super Elev SE Dpth ******* .00 .79 .00 .79 .00 .76 .00 .74 .00 .71 .00 .69 .00 .67 ,00 .54 ,00 .63 Critical Depth Froude N ******** 1.7S 4.71 1.76 4.75 1.76 5.08 1.76 5.43 1.76 5.79 1.76 6.18 1.76 6.60 1.76 7.05 1.76 7.25 Flow Top Width Norm Dp ******** 2.93 1.65 2. 92 1.66 2.89 1.66 2.85 1. 66 2.82 1.66 2.78 1.66 2.75 1.66 2.71 .79 2.70 .61 Height/ Dia.-FT "N" ******* 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ,000 .00 ,000 .00 .000 .00 ,000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE:"Line-3.WSW PAGE 2 Date: 5-23-2011 Time: 7:43:28 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-3 lOO-Year storm Event ************************************************************************************************************************** ******** Station L/Elem ********* 144.950 16.481 151.430 10.859 172.290 7.931 180.221 6.156 186.377 4.946 191.323 4.075 195.398 3.415 198.814 2.902 201.716 2.488 Invert Elev Ch Slope ********* 74.908 .2357 78.809 .2367 81.380 .2357 83.258 .2357 84.715 .2357 85.886 .2367 86.851 .2357 87.550 .2367 88.347 .2357 Depth (FT) ******** ,645 .657 ,689 .713 .737 .762 .788 .815 .843 Water Elev ********* 75.553 79.476 82.069 83.971 85.452 87.639 88.475 89.190 Q (CFS) ********* 32.50 32.50 32.50 32.50 32.50 32.50 32.50 32.50 32.50 Vel (FPS) Vel Head SF Ave ******* I ******* 26.55 11.03 .1772 25.41 10.03 -1- .1548 24.23 .9.12 -1- .1353 23.10 8.29 .1182 22.03 7.53 .1033 21.00 6.85 -1- .0903 20.03 6.23 .0789 19.09 5.66 -1- .0690 18.20 5.15 .0604 Energy Grd.El. HF ********* 86.58 2.92 89.50 1.68 91.19 1.07 92.26 .73 92.99 .51 93.50 .37 93.87 .27 94.14 .20 94.34 .15 Super Elev SE Dpth ******* .00 .65 .00 .67 .00 .69 .00 .71 .00 .74 .00 .76 .00 .79 .00 .82 ,00 .84 Critical Depth Froude N ******** 1.76 7.01 1.76 6.57 1.76 6.15 1.76 5.76 1.76 5.40 1.76 5.06 1.76 4.74 1.76 4.44 1.76 4.15 Flow Top Width Norm Dp ******** 2.71 .61 2.75 .61 2.78 .61 2.82 .61 2.85 . 61 2.89 .61 2.92 .61 2.96 .61 2.99 .61 Height/ Dia.-FT "N" ******* 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 ,000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 3 Date: 5-23-2011 Time: 7:43:28 FILE: Line-3.WSW WSPGW- CIVILDESIGN Version 14.05 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-3 lOO-Year Storni Event ********'****************************************************************************************************************** ******** Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head L/Elera ********* Ch Slope ********* * ******* ********* ********* - ******* SF Ave ******* HF ********* SE Dpth ******* Froude N ******** Norm Dp ******** "N" ******* X-Fall 1 ******* 1 204.204 88.936 .872 89 .808 32 .50 17 .36 4.68 94.49 .00 1.76 3.03 3.500 .000 2.149 .2367 .0528 .11 .87 3.89 .61 .013 .00 205.353 89.444 .902 90 .345 32 .50 16 55 4.25 94.60 .00 1.76 3.06 3.500 .000 1.866 .2367 .04 62 .09 .90 3.64 .61 .013 .00 208.219 89.886 .933 90 .819 32 50 15 78 3.87 94.69 .00 1.76 3.10 3.500 .000 1.627 .2367 .0404 .07 .93 3.41 .61 .013 .00 209.846 90.271 .965 91 237 32 50 15 05 3.51 94.75 .00 1.75 3.13 3.500 .000 1.418 .2367 .0353 .05 .97 3.19 .61 .013 .00 211.264 90.607 .999 91 606 32 50 14 35 3.20 94.80 .00 1.76 3.16 3.500 .000 1.246 .2367 .0309 .04 1.00 2.99 .61 .013 .00 212.511 90.902 1 033 91 935 32 50 13 68 2. 90 94.84 .00 1.76 3.19 3.500 .000 1.083 .2357 .0271 .03 1.03 2.79 .61 .013 .00 213.594 91.159 1 070 92 229 32 50 13 04 2.64 94.87 .00 1.75 3.23 3.500 .000 .953 .2367 .0237 .02 1.07 2.61 .61 .013 .00 214.547 91.384 1 107 92 491 32 50 12. 43 2.40 94.89 .00 1.76 3.26 3.500 .000 .830 .2367 .0208 .02 1.11 2.45 .61 .013 .00 215.377 91.581 1 146 92. 727 32. 50 11. 86 2.18 94.91 .00 1.76 3.28 3.500 .000 .720 .2367 .0182 .01 1.15 2.29 .61 .013 .00 Energy Grd.El. Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or l.D. ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 4 Date: 5-23-2011 Time: 7:43:28 FILE: Line-3.WSW W S P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-3 lOO-Year Storm Event ************************************************************************************************************************** ******** Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head L/Elem ********* Ch Slope ********* ******** ********* ********* ******* j SF Ave ******* HF ********* SE Dpth ******* Froude N ******** Norm Dp ******** "N" ******* X-Fall1 ******* 1 216.097 91.751 1 .187 92 .938 32 .50 11 .30 1.98 94.92 .00 1.76 3.31 3.500 .000 .627 .2367 .0159 .01 1.19 2.14 .61 .013 .00 216.724 91.900 1 .229 93 .129 32 .50 10 .78 1.80 94.93 .00 1.7 6 3.34 3.500 .000 .539 .2367 .0140 .01 1.23 2.00 .61 .013 .00 217.262 92.027 1 .273 93 .300 32 .50 10 28 1 1.64 94.94 .00 1.75 3.37 3.500 .000 .464 .2357 .0123 .01 1.27 1.87 .61 .013 .00 217.726 92.137 1 .318 93 455 32 .50 9 80 1.49 94.95 .00 1.75 3.39 3.500 .000 .387 .2367 .0107 .00 1.32 1.75 .61 .013 .00 218.113 92.228 1 366 93 595 32 50 9 34 1.36 94.95 .00 1.76 3.41 3.500 .000 .322 .2367 .0094 .00 1.37 1.63 .61 .013 .00 218.435 92.305 1 416 93 721 32 50 8 91 1.23 94.95 .00 1.76 3.44 3.500 .000 .267 .2357 .0083 .00 1.42 1.52 .61 .013 .00- 218.702 92.368 1 467 93 835 32 50 8 49 1.12 94.95 .00 1.75 3.45 3.500 .000 .208 .2367 .0073 .00 1.47 1.42 . 61 .013 .00 218.910 92 .417 1. 521 93. 938 32 50 8. 10 1 1.02 94.96 .00 1.76 3.47 3.500 .000 .159 .2367 .0064 .00 1.52 1.33 .61 .013 .00 219.069 92.455 1. 577 94. 032 32. 50 7. 72 .93 94.96 .00 1.76 3.48 3.500 .000 .109 .2367 .0056 .00 1.58 1.24 .61 .013 .00 Energy Grd.El, Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or l.D. ZL ZR **** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 -.0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-3.WSW PAGE 5 Date: 5-23-2011 Time: 7:43:28 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-3 lOO-Year Storm Event *******************************************•******************************************************************************* ******** Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. Super Elev Critical Depth Flow Top Width Height/(Base Wt Dia.-FTlor l.D. ZL |No wth 1Prs/Pip L/Elem ********* Ch Slope ********* ******** ********* ********* ******* SF Ave ******* HF ********* SE Dpth ******* Froude N ******** Norm Dp ******** "N" ******* X-Fall ******* ZR ***** IType Ch 1 ******* 219.178 92.481 1.636 94.117 32.50 7.36 .84 94.96 .00 1.76 3.49 3.500 . 000 .00 1 .0 .063 .2357 .0049 .00 1.64 1.15 . 61 .013 .00 .00 PIPE 219.240 92.495 1.698 94.193 32.50 7.02 .76 94.96 .00 1.76 3.50 3.500 .000 .00 1 .0 .020 .2367 .0043 .00 1.70 1.08 .61 .013 .00 .00 PIPE 219.260 92.500 1.764 94.264 32.50 6.69 .69 94.96 .00 1.76 3.50 3.500 .000 .00 1 .0 WALL ENTRANCE 219.260 92.500 2.474 94.974 32.50 3.28 .17 95.14 .00 1.27 4 .00 9.000 4.000 .00 0 .0 FILE: Line-4.WSW WSPGW- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING ' Date: 5-23-2011 Time: 7:44:54 SoutJi Coast Materials Quarry Private Storm Drain Line-4 100-Year Storm Event ************************************************************************************************************************** ******** Station L/Elem ********* 100.000 11.395 111.395 23.465 134.860 17.291 152.150 13.337 165.487 10.580 176.067 8.515 184.583 6.907 191.490 .54.6 192.036 4.454 Invert Elev Ch Slope ********* 86.030 .0543 86.649 .0543 87.924 .0543 88.863 .0543 89.587 .0543 90.152 .0543 90.625 .0543 91.000 .0660 91.036 .0660 Depth (FT) ******** 1.584 1.606 1.666 1.729 1.795 1.864 1.937 2.015 2.023 Water Elev ********* 87.614 88.255 39.590 90.592 91.383 92.026 92.562 93.015 93.059 Q (CFS) ********* 83.10 83.10 83.10 83.10 83.10 83.10 83.10 83.10 83.10 Vel (FPS) Vel Head •1- SF Ave ******* I ******* 19.54 5.99 -1- .0376 19.29 5.78 18.39 ,0345 5.25 .0303 17.54 4.78 .0267 16.72 4.34 .0235 15.94 3.95 •I-.0208 15.20 3.59 .0183 14.49 3.26 •1- .0198 14.42 3.23 -I- .0185 Energy Grd.El. HF ********* 93.61 .43 94 .03 .81 94.84 .52 95.37 .36 95.72 .25 95.97 .18 96.15 .13 96.28 .01 96.29 .08 Super Elev SE Dpth ******* .00 1.58 .00 1.61 .00 1.67 .00 1.73 .00 1.80 .00 1.86 .00 1.94 .00 2.01 .00 2.02 Critical Depth Froude N ******** 2.84 3.14 2.84 3.06 2.84 2.85 2.84 2.66 2.84 2.47 2.84 2.30 2.84 2.14 2.84 •1.98 2.84 1.97 Flow Top Width Norm Dp ******** 3.48 1.44 3.49 1.44 3.50 1.44 3.50 1.44 3.50 1.44 3.49 1.44 3.48 1.44 3.46 1.42 3.45 1.42 Height/ Dia.-FT "N" ******* 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .014 3.500 .014 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-4.WSW WSPGW- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING Date: 5-23-2011 Time: 7:44:54 South Coast Materials Quarry, Private Storm Drain Line-4 lOO-Year Storm Event ************************************************************************************************************************** ******** Station L/Elem ********* Invert Elev Ch Slope ********* 196.490 91.330 87.041 .0160 283.531 92.724 48.595 .0160 332.227 93.503 27.474 .0160 359.701 93.943 16.814 .0160 376.515 94.212 10.529 .0160 387.044 94.381 5.631 .0160 392.675 94.471 1.815 .0160 394.490 94.500 WALL ENTRANCE 394.490 94.500 Depth (FT) ******** 2.105 2.175 2.266 2.363 2.458 2.580 2.704 2.843 5.007 Water Elev ********* 93.435 94.899 95.769 96.306 96.580 96.961 97.175 97.343 99.507 Q (CFS) ********* 83.10 83.10 83.10 83.10 83.10 83.10 83.10 83.10 83.10 Vel (FPS) Vel Head SF Ave ******* I ******* 13.75 2.93 -1- 13.22 .0143 2.71 12.61 .0128 2.47 12.02 .0114 2.24 11.46 .0101 2.04 10.93 ,0090 1.85 10.42 ,0081 1.69 9.93 .0073 1.53 4.15 .27 Energy Grd.El. HF ********* 96.37 1.24 97.61 .62 98.24 .31 98.55 . 17 98.72 .10 98.81 .05 98.86 .01 98.87 99.77 Super Elev SE Dpth ******* .00 2.11 .00 2.18 .00 2.27 .00 2.36 .00 2.47 .00 2.58 .00 2.70 .00 .00 Critical Depth Froude N ******** 2.84 1.82 2.84 1.71 2.84 1.58 2.84 1.46 2.84 1.34 2.84 1.23 2.84 1.11 2.84 2.38 Plow Top Width Norm Dp ******** 3.43 2.06 3.40 2.06 3.34 2.05 3.28 2.05 3.19 2.06 3.08 2.06 2.93 2.06 2.73 4.00 Height/ Dia.-FT "N" ******* 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 8.000 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 . 000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 0 .0 FILE: Line-5.WSW WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Iiine-5 100-Year Storm Event PAGE 1 Date: 6-14-2011 Time: 7:24:10 *************** ******** Station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head L/Eiem ********* Ch Slope ********* ******** ********* ********* ******* SF Ave ******* HF ********* SE Dpth ******* Froude N ******** Norm Dp ******** "N" ******* X-Fall1 ******* 1 103 .560 71.260 1 353 72 .613 117 .40 27 .36 11.62 84.24 .83 3.09 4 .44 5.000 .000 11 .360 .0050 .0837 .95 2.18 4.91 2 .90 .013 .00 114 .920 71.317 1 316 72 .633 117 40 28 .43 12.55 85.19 .33 3.09 4 40 5.000 .000 4 .453 .0050 .0901 .40 1.65 5.17 2 90 .013 .00 119 .373 71.339 1 302 72 641 117 40 28 .85 12.93 85.57 .34 3.09 4.39 5.000 .000 13 .354 .0050 .0985 1.32 1.64 5.28 2 90 .013 .00 132 .737 71.406 1 259 72 665 117 40 30 25 14.22 86.89 .37 3.09 4 34 5.000 .000 12 .823 .0050 .1127 1.44 1.63 5.64 2 90 .013 .00 145 .560 71.470 1 218 72 688 117 40 31 74 15.64 88.33 3.07 3.09 4 29 5.000 .000 4 .000 .0825 .1409 .56 4.29 6.03 1 39 .014 .00 149 560 71.800 1 211 73 Oil 117 40 31 99 15.89 88.90 .00 3.09 4 28 5.000 .000 2 254 .3271 .1202 .27 1.21 6.09 95 .013 .00 151 824 72.541 1 224 73 765 117 40 31 50 15.40 89.17 .00 3.09 4 30 5.000 .000 6 264 .3271 .1102 .69 1.22 5.96 95 .013 .00 158 089 74.589 1. 266 75 856 117 40 30 03 14.00 89.86 .00 3.09 4 35 5.000 .000 5 332 .3271 .0964 .51 1.27 5.58 95 .013 .00 163 4 421 578 76.334 .3271 1. 309 77. 643 117. 40 28. 63 12.73 .0843 90.37 .39 .00 1.31 3.09 5.22 4. 40 95 5.000 .013 .000 .00 Energy Grd.El, Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or l.D. ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-5.WSW PAGE 2 Date: 6-14-2011 Time: 7:24:10 WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-5 lOO-Year Storm Event ************************************************************************************************************************** ******** Station L/Elem ********* 167.999 3.968 171.958 3.451 175.428 3.025 178.454 2.557 181.110 2.342 183.452 2.062 185.515 1.820 187.335 1.605 188.940 JUNCT STR Invert Elev Ch Slope ********* 77.831 .3271 79.129 .3271 80.261 .3271 81.250 .3271 82.119 .3271 82.885 .3271 83.560 .3271 84.155 .3271 84.680 .0833 Depth (FT) ******** 1.355 1.402 1.450 1.501 1.554 1.608 1.555 1.724 1.786 Water Elev ********* 79.186 80.531 81.711 82.751 83.673 84.493 85.225 85.879 86.466 Q (CFS) ********* 117.40 117.40 117.40 117.40 117.40 117.40 117.40 117.40 117.40 Vel (FPS) Vel Head •1- SF Ave ******* I ******* 27.30 11.57 •1- .0738 26.03 10.52 .0646 24.82 9.56 23.66 .0565 8.69 •1- 22.55 .0495 7.90 .0433 21.51 7.19 -1- 20.51 .0380 6.53 19.56 .0333 5.94 18.65 .0291 5.40 .0294 Energy Grd.El. HF ********* 90.75 .29 91.05 .22 91.28 .17 91.45 .13 91.58 .10 91.68 .08 91.76 .06 91.82 .05 91.86 .18 Super Elev SE Dpth ******* .00 1.36 .00 1.40 .00 1.45 .00 1.50 .00 1.55 .00 1.51 .00 1.57 .00 1.72 .00 1.79 Critical Depth Froude N ******** 3.09 4.89 3.09 4.58 3.09 4.2E 3.09 4.01 3.09 3.75 3.09 3.51 3.09 3.28 3.09 3.07 3.09 2.87 Flow Top Width Norm Dp ******** 4.44 .95 4.49 .95 4.54 .95 4.58 .95 4. 63 .95 4. 67 .95 4.71 .95 4.75 .95 4.79 Height/ Dia.-FT "N" ******* 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .013 5.000 .014 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE FILE: Line-5.WSW WSPGW- CIVILDESIGN Version 14.06" Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-5 lOO-Year Storm Event PAGE 3 Date: 6-14-2011 Time: 7:24:10 t************************** **************** ******** Station L/Elem ********* 194.940 37.680 232.620 40.510 273.130 27.784 300.914 20.278 321.192 15.365 336.557 11.824 348.381 9.221 357.602 7.137 364.739 5.454 Invert • Elev Ch Slope ********* 85.180 .0289 86.270 .0289 87.441 .0289 88.244 .0289 88.831 .0289 89.275 .0289 89.617 .0289 89.883 .0289 90.090 .0289 Depth (FT) ******** 1.949 1.993 2.068 2.145 2.225 2.311 2.401 2.495 2.594 Water Elev ********* 87.129 1.263 89.509 90.389 91.057 91.586 92.018 92.378 92.684 Q (CFS) ********* 117.40 117.40 117.40 117.40 117.40 117.40 117.40 117.40 117.40 vel (FPS) Vel Head SF Ave *******]******* 17.78 4.91 .0226 17.26 4.63 .0204 16.46 4.20 .0179 15.69 3.82 .0158 14.96 3.48 -1- 14.26 .0139 3.16 13.60 .0122 2.87 12.97 .0108 2.61 12.36 .0095 2.37 .0084 Energy Grd.El, HF ********* 92.04 .85 92.89 .83 93.71 .50 94.21 .32 94.53 .21 94.75 .14 94.89 .10 94.99 .07 95.06 .05 Super Elev SE Dpth ******* .00 1.95 .00 1.99 .00 2.07 .00 2.15 .00 2.23 .00 2.31 .00 2.40 .00 2.50 .00 2.59 Critical Depth Froude N ******** 3.19 2.58 3.19 2.47 3.19 2.30 3.19 2.14 3.19 2.00 3.19 1.86 3.19 1.73 3.19 1.61 3.19 1.49 Flow Top Width Norm Dp ******** 4.46 1.84 4.47 1.84 4.49 1.84 4.50 1.84 4.50 1.84 4.50 1.84 4.49 1.84 4.47 1.84 4.45 1.84 Height/ Dia.-FT "N" ******* 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 4.500 .013 Base Wt or l.D. X-Fall ******* .000 .00 .000 .00 .000 .00 ,000 .00 .000 .00 .000 .00 .000 .00 ,000 .00 .000 .00 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pip Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 4 Date: 6-14-2011 Time: 7:24:10 FILE: Line-5.WSW WSPGW- CIVILDESIGN Version 14.06 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING South Coast Materials Quarry Private Storm Drain Line-5 lOO-Year Storm Event ************************************************************************************************************************** ******** • station Invert Elev Depth (FT) Water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. Super Elev 1 Critical 1 Depth Flow Top Width Height/ Dia.-FT Base Wt or l.D. ZL INo wth 1Prs/Pip L/Elem ********* Ch Slope ********* ******** ********* ********* ******* SF Ave ******* HF ********* SE Dpth1Froude N *******[******** Norm Dp ******** "N" ******* X-Fall ******* ZR ***** IType Ch ******* 370.194 90.247 2.598 92.945 117.40 11.79 2.16 95.10 .00 1 3.19 4.41 4.500 .000 .00 1 .0 3.968 .0289 .0075 .03 2.70 1.38 1 1.84 .013 .00 .00 PIPE 374.162 90.362 2.809 93.171 117.40 11.24 1.96 95.13 .00 1 3.19 4.35 4.500 .000 .00 1 .0 2.704 .0289 .0066 .02 2.81 1.28 1 1.84 .013 .00 .00 PIPE 376.865 90.440 2.927 93.357 117.40 10.72 1.78 95.15 .00 1 3.19 4.29 4.500 .000 .00 1 .0 1.567 .0289 .0059 .01 2.93 1.18 t 1.84 .013 .OO .00 PIPE 378.433 90.486 3.053 93.539 117.40 10.22 1. 62 95.16 .00 1 3.19 4.20 4.500 .000 .00 1 .0 .497 .0289 .0052 .00 3.05 1.09 1 1.84 .013 .00 .00 PIPE 378.930 90.500 3.190 93.690 117.40 9.74 1.47 95.16 .00 1 3.19 4.09 4.500 .000 .00 1 .0 WALL ENTRANCE I 378.930 90.500 3.934 94.434 117.40 7.46 .86 95.30 .00 2.99 4.00 10.000 4.000 .00 0 .0 APPENDIX 9 Impact Basin Calculations IMPACT BASIN DESIGN HEC-14 DESIGN PROCEDURE LINEAl Diameter= VelocitywspG= QwSPG- 60 21.6 215.8 inches fps cfs STEP 1: Compute Equivalent Area and Depth. Ae= ye= 9.99 2.24 ft^ ft (Equivalent depth of flow entering dissipator.] STEP 2: Compute and Energy at end of the pipe, HQ Fr= Ho= 2.55 9.48 (Close enough to EGL-FL from WSPG output.; STEP 3. Determine HQ/WB from Figure 9.14. Calculate required width of basin, Wg. Figura 9.14. Design Curv* for USBR Type VI Impact Basin R- = V^(gye)^2 Fr= HO/WB= 2.55 0.8 (From Figure 9.14.) 11.85 (Required Width (ft)) STEP 4. Dimensions per RSD D-41. Diameter= 60 WR== 14.25 inches feet (Per RSD D-41.: IMPACT BASIN DESIGN HEC-14 DESIGN PROCEDURE LINE Al Diameter= VelocitywspG= QWSPG" 60 inches 21.6 fps 215.8 cfs STEP 1: Compute Equivalent Area and Depth. 9.99 2.24 ft^ ft (Equivalent depth of flow entering dissipator.; STEP 2: Compute F, and Energy at end of the pipe, HQ (Close enough to EGL-FL from WSPG output.] STEP 3. Determine HQ/WB from Figure 9.14. Calculate required width of basin, Wg. Fr= Ho= 2.55 9.48 Figura 9.14. Design Curve for USBR Type VI Impact Basin 2.C 1.0 2.C 1.0 2.C 1.0 c 1 o 2.0 *o so «-» TO ».o o.« Fr = V^(gye)^2 Fr= HO/WB= WB= STEP 4. Dimensions per RSD D-41. Diameter= 60 Wo= 14.25 2.55 0.8 (From Figure 9.14.) 11.85 (Required Width (ft)) inches feet (Per RSD D-41. HB= 10.75 feet (Per RSD D-41. STEP 5. Determine Exit Velocity, Vg. Figure 9.1 S. Energy Loss of USBR Type VI impact Basin versus Hydraulic Jump •Of •o 70 1^ 00 s X m 40 30 i- 50 i IMFACT 20 10'- 1.0 2.0 3.0 Fr - y,/(sy«) S.O ,1/2 6.0 7.0 Fr- HL/HO= 2.55 0.49 (From Figure 9-15. HB= Q/(WB*VB)+ (Ve72g)=Ho(l-(HL/Ho)) Solve for Vg such that Hg equals Ho(l-(H|./Ho)). HB HO(1-(HL/HO)) VB (ft) (ft) (fps) 4.83 4.83 15.0 [Change the value of Vg so that HB=HO(1-(HL/HO)).] STEP 6. Select riprap size based on Vg. VB= 15 (fps) Rock Gradatlon= 1 TON (Refer to RSD D-40.; IMPACT BASIN DESIGN HEC-14 DESIGN PROCEDURE LINE Bl Diameter= VeiocitywsPG= QwSPG^ 18 24.9 8.2 inches fps cfs STEP 1: Compute Equivalent Area and Depth. Ae= ye= 0.33 0.41 ft^ ft (Equivalent depth of flow entering dissipator.] STEP 2: Compute Fr and Energy at end of the pipe, HQ Fr= 6.89 10.03 (Close enough to EGL-FL from WSPG output.] STEP 3. Determine HQ/WB from Figure 9.14. Calculate required width of basin, Wg. Figura 9.14. Design Curve for USBR Type VI Impact Basin I.o 2.0 Fi- = V^(gye)V2 Fr= HQ/WB- WB= 6.89 2.7 (From Figure 9.14.) 3.72 (Required Width (ft)) STEP 4. Dimensions per RSD D-41. Diameter= 18 WB= 5.5 HB= 4.25 inches feet (Per RSD D-41.) feet (Per RSD D-41.) STEP 5. Determine Exit Velocity, Vg. Figure 9.15. Energy Loss of USBR Type VI impact Basin versus Hydraulic Jump 20 10L—-I.O MrOltAUI.K; JUMP— MOmZONTAL FLOOR 2.0 3.0 4.0 Fr - Ve/<sy,> S.O ,1/2 6.0 7.0 Fr= HL/HO= 6.89 0.76 (From Figure 9-15. HB= Q/(WB*VB)+ (VBV2g)=Ho(l-(HL/HQ)) Solve for Vg such that MB equals Ho(l-{HjHo)). HB Ho{l-(HyHo)) (ft) (ft) (fps) 2.41 2.41 12.1 [Change the value of Vg so that HB=HO(1-(H|./HO)).] STEP 6. Select riprap size based on Vg. VB. 12.05 Rock Gradation= 1/2 ton (fps) (Refer to RSD D-40.) Tumbling Flow in a Circular Culvert (Velocity Rings - Internal Energy Dissipator) (Reference FHWA HEC-14, July 2006) UNEGl Known: Qmn = 79.7 cfs 5 ft 0.13 0.0434 ft/ft ^100 - D = n = So = STEP 1. Under Inlet Control Compute normal flow conditions. Using trial and error and the geometric relations of STEP 2. Equations 7.11, 7.12, and 7.13: yn = 1.29 19.76 ft fps (Note: Taken from the FlowMaster results. STEP 3. Compute critical depth and velocity. First we need to compute the diameter ofthe roughened section using Equation 7.10 and taking the range midpoint: m (ft) X 79.7 5.0 'b ; . (ft) i (ft) \ 5.0 0.63 D,= 3.78 yc= 2.75 Ac = 8.75 Vc = 9.1 Using FlowMaster with a Diameter of D,, Qjoo, and S to obtain critical depth {yj. Using FlowMaster with yc to obtain the critical flow area (Ac). STEP 4. Determine the remaining design component: element spacing. L= 10.1 ft Design: Per APWA Standard Plan Drawing 383-1, Velocity Control Precast RCP Section, length between rings needs to be a multiple of 4 feet. Therefore length = 8 ft. Page 7-10, L/Dl = 2.0 (tolerance plus/minus 25%) For new L/Dj = 8/5 = 1.6 L/Di = (2-1.6)/2 = 20% (OK) Design Summary Use Dl = 5 ft the whole length to outfall. 5 rows of roughness elements, h= 0.63 ft Length of roughened and enlarged section, Lm= (5*8 ft) = 40 ft Outlet velocity = critical velocity = 9.1 fps. (Velocity reduction = 63%) Use 1/4 TON Rock Classification riprap €00 mm (24* MUCTIPLE OF 1.2 m (4'-0*) TO NEXT VELOCITY CONTROL RING, SEE NOTE 2 DRAINAGE /->J^A ,^^r"r>l• NOTCH ^ ^ \DETAiL_!A2! Al NOTE' zt Uf' VELOCITY CONTROL RING (PRECAST RCP) FLOW X N PLATE ANO ANCHOR BOLTS NOT SHOWN. PRECAST RCP SECTION LOOKING UPSTREAM SECTION AI-AI FLOW 40 imn (I 1/2*) MIN -RCP INVERT -DRAINAGE NOTCH -t RCP —1— 75 mn (3-) -15 nun (l/2')R (OPTIONAL) DETAIL "AZ" PL 15 iwr. 11/2) ( 360* (GALVANIZING NOT REOUIRED) HIGH STRENGTH. NON-SHRINK GROUT -HIGH STRENGTH. NON-SHRINK GROUT 25 mm (I') MIN. 10 mm 01 100 mm (3/8*0 X 4*) J-BOLT. STUD ANCHOR OR EQUIVALENT O 450 mm (IB*) OC. SEE NOTE 6 NOTE' PLATE AND ANCHOR BOLTS NOT SHOWN. DETAIL 'AS* AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 1 PR0MUL6A.TE0BYTHE PUBUC yucsms STAHDARDB INC., CREENBOOK COMMrTTEE im REV.1BB6 VELOCITY CONTROL RING PRECAST RCP SECTION STANDARD PLAN 1 METRIC 1 383-1 SHEET10F2 l| PR0MUL6A.TE0BYTHE PUBUC yucsms STAHDARDB INC., CREENBOOK COMMrTTEE im REV.1BB6 USE WITH STANDARD SPECIFtCATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 1 METRIC 1 383-1 SHEET10F2 l| NOTES 1. DRAINAGE NOTCH OF VELOCITY CONTROL PRECAST SECTIONS SHALL BE PLACED ON THE RCP INVERT AND CENTERED ON THE RCP CENTER . LINE. 2. THE LOCATION AND SPACING OF THE VELOCITY CONTROL RINGS ARE SHOVifN ON THE PROJECT DRAVI^INGS. THE SPACING BETWJEEN THE RINGS UPSTREAM TC DOWNSTREAM SHALL BE A MULTIPLE OF 1.2 m (4'-0*). 3. PRECAST RCP VELOCITY CONTROL RINGS SHALL BE MANUFACTURED PER SECTION 207-2 OF THE STANDARD SPECIFJCATIONS FOR PUBLIC WORKS CONSTRUCTION. REINFORCING STEEL CAGES SHALL BE THE SAME AS THAT OF THE ADJACENT RCP EXCEPT THAT AN ADDITIONAL CAGE MAY BE ADDED. THE RING DOES NOT HAVE TO BE D-LOAD TESTED. 4. VALUES D AND H ARE SHOWN ON THE PROJECT DRAWINGS. THE VALUE H SHALL BE A MULTIPLE OF 37.5 mm (I 1/2'). 5. THE MINIMUM INSIDE DIAMETER (D-2H) SHALL BE 900 mm (36*). 6. lOM (#3) REINFORCING STEEL BARS 300 mm (12') LONG WELDED TO THE REINFORCING CAGES MAY BE USED IN PLACE OF THE J BOLTS OR STUD ANCHORS. 7. CONCRETE STRENGTH FOR VELOCITY RINGS SHALL BE 35 MPo (5.000 PSI) AT 28 DAYS. 8. DIMENSIONS SHOWN ON THIS PLAN FOR hCTRIC AND ENGLISH UNITS ' ARE. NOT EXACT EQUAL VALUES.. IF METRIC VALUES ARE USED. ALL .' - VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER VELOCITY CONTROL RING PRECAST RCP SECTION STANDARD PLAN METRIC 383-_1 SHEETS OF 2 APPENDIX 10 Drainage Exhibits