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SDP 07-901• s �Dq�� J _ Addendum to "Hydrology and Hydraulic Calculations, ' Washington Park Retail Center" _ ' ;A The initial drainage report for Washington Park was approved in 2003. This report ' established the`drainage concept and preliminary hydrology for the entire project. Also, - included was final hydrology and hydraulic calculations for Phases 1 and 2 of the project. '• Subsequently as the remaining phases have progressed, addendums to the original report have been prepared to address site. -plan changes and add'finalF hydrology / hydraulics for �J the additional phases of development. } This addendum serve as an update to the approved drainage 'report addressing conceptual t. 1 design changes for Retention Areas Nos, •1 and 2 and final hydrology and storm drain -pipe flow hydraulics to accompany Phase 4 Precise Grading and Strom Drain Plans. Phase 4 of the project encompasses the southwest quarter of the site and proposes a 1 ( continuation of retail shops and sub -major tenants. The original drainage concept was to have two open air retention basins along the west,and south side of the project adjacent to Washington St. and 47th St. As the site plan has evolved over time; an effort has' been , ' made to more efficiently make use of land'area by using single,underground storage " chamber to accomplish retention in lieu of the open air retention basins. - ' y As the tributary area to_th_e- proposed -basin was relatively small, the RCFC "Short Cut Synthetic Hydrograph" method was used to establish runoff volumes utilizing effective rainfall rates. _ In sizing the underground basin a percolation rate of 2 in /hr was used. This figure is backed up by testing percolation in the area of the proposed basin and at the proposed depth. A report for this has been prepared b Sladden Engineering and is submitted p P P P Y 9 9 �. a herewith under, separate cover. An additional design consideration was that the ' underground basin be completely evacuated within 72 hours of the termination of the �p design rainfall event. The proposed underground basin does accomplish this with a combination of area percolation and a Maxwell Plus Drywell and is emptied by hour 60.• Calculations and Tables included herein are listed as follows: ` '• 1. Cross Section and Volumetric Data for (Underground) Basin No. 1 • _ 2. Retention Basin Summary Table (Revised to Combine Basin Areas Nos. 1 and 2 ' PARDUE, CORNWELL AND ASSOCIATES, INC. PAGE 1 OF 2 • CORPORATE OFFICE COACHELLA VALLEY ' 151 KALMUB DR. BLDG M-2 74-040 EL PABEO SUITE C • r COSTA MEBA, CA 92626 PALM DESERT, CA 92260 (71 4) 241-3400 FAX (71 4) 241-3432 (760) 250 -0638 FAx (760) 779 -0673 + 2d -& G)t,, -,ate ._75,�,�. J , / t j� `O� ll�wlj ! HESS a: 3. Effective Rainfall Hydrograph Calculations 4. Retention (Underground) Basin No. 1 Data N0.41158 5. Underground Basin No. 1 Evacuation Calculations ! 6. Catch Basin Sizing Calculations (Phase 4) 7. Hydrology Calculations (Phase 4) 10 -yr Storm 1 8. Hydrology Calculations (Phase 4) 100 -yr Storm 9. Storm Drain Pipe Flow Hydraulics (Phase 4) 10. Hydrology Map (Phase 4) ! PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE ' 1 51 KALMUB DR. BLDG M -2 COSTA MESA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 ! Prepared under the supervision of: HAYWARD PARDUE, P.E. COACHELLA VALLEY l a n -1 7_�IID i2 PAGE 1 OF 2 74 -040 EL PASEO BUTTE C PALM DESERT, CA 92260 (760) 250 -0638 FAX (760) 779 -0673 HESS a: ®e� ii. P4 N0.41158 D(P 3 -31- o - CN ! PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE ' 1 51 KALMUB DR. BLDG M -2 COSTA MESA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 ! Prepared under the supervision of: HAYWARD PARDUE, P.E. COACHELLA VALLEY l a n -1 7_�IID i2 PAGE 1 OF 2 74 -040 EL PASEO BUTTE C PALM DESERT, CA 92260 (760) 250 -0638 FAX (760) 779 -0673 CROSS SECTION and VOLUMETRIC DATA for t UNDERGROUND BASIN No. 1 (Phase 4) ' PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE 1 51 KALMUS DR.. BLDG M-2 COSTA MESA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 PAGE 1 OF 2 COACHELLA VALLEY 74-040 EL PASED BUTTE C PALM DESERT, CA 92260 (760) 250-0638 FAX (760) 779 -0673 5 . 0 1 1 1 CROSS SECTION and VOLUMETRIC DATA for t UNDERGROUND BASIN No. 1 (Phase 4) ' PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE 1 51 KALMUS DR.. BLDG M-2 COSTA MESA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 PAGE 1 OF 2 COACHELLA VALLEY 74-040 EL PASED BUTTE C PALM DESERT, CA 92260 (760) 250-0638 FAX (760) 779 -0673 5 . 0 VOLUME @ 198 FT LENGTH 60, 407.82 CF 60, 873.12 CF- 58,491.18 CF 55, 814.22 CF 52, 602.66 CF 48, 975.30 CF 45, 019.26 CF 40, 791.96 CF 36, 348.84 CF 31, 733.46 CF 26, 981.46 CF 22,134.42 CF 17, 220.06 CF 12,276.00 CF- 8,712.00 CF- 5,148.00 CF- 2,178.00 CF- 0.00 CF- 2' -7p- 2' ' - 2' DEPTH OF FLOW _ 16.5 FT 16 FT 15 FT 14 FT 13 FT 12 FT 11 FT 10 FT 9 FT - -8 FT - -7 FT - -6 FT . 5 FT 4 FT 3 FT - 2 FT 1 FT - 4.5' 9' CROSS ' SECTIONAL AREA 307.44 SF 305.09 SF 295.41 SF 281.89 SF 265.67 SF 247.35 SF 22 7.3 7 SF 206.02 SF 183.58 SF 160.27 SF 136.27 SF 111.79 SF 86.97 SF -62.00 SF 3.5' -44.00 SF -26.00 SF 1 -11.00 SF 2.23 - 0.00 SF 7' CROSS SECTION - UNDERGROUND BASIN TOTAL DEPTH OF FLOW. 16.5 FT TOTAL CROSS SECTIONAL AREA: 30744 SF TOTAL VOLUME @ 198 FT LENGTH: 60, 873.12 CF Retention Basin Summary Table Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2 ' PARDUE, CORNWELL AND ASSOCIATES, INC. ■ CORPORATE OFFICE . 151 KALMue DR. BLDG M -2 COSTA MEGA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 PAGE 1 OF 2 COACHELLA VALLEY 74 -040 EL PABEo BUTTE C PALM DESERT, CA 92260 (760) 250 -0638 FAX (760) 779-0673 RETENTION .BASIN SUMMARY (revised) 100 Yr Storm ' Tributary Max. Basin Max Area Peak Flow Storage Depth Bottom 3 -Hr 6 -Hr 24 -Hr WS ' Basin No. (acre) (cfs)* (ac -ft) (ft) * ** Elev WSEL WSEL WSEL Depth 1 8.61 25.88 1.40 16.5 43.50 54.98 56.80 57.70 14.20 2 (Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2) 3 24.69 83.93 3.95 6 58.00 62.35 62.11 62.23 4.23 4 28.98 124.72 4.61 12 57.00 66.17 65.65 66.55 9.55 5 4.22 13.35 0.80 6 55.00 58.50 59.30 60.00 '5.00 6 0.77 2.52 0.09 3.5 ' * Rational Method 100 yr peak flow Multiple sub basins, see detailed map "Retention Basin 6 Hydrology" "* With freeboard included ' RETENTION BASIN SUMMARY (revised) 10 Yr Storm Tributary Max. Basin Max Area Peak Flow Storage Depth Bottom 3 -Hr 6 -Hr 24 -Hr WS Basin No. (acre) (cfs)* (ac -ft) (ft) * ** Elev WSEL WSEL WSEL Depth 1 8.61 16.05 1.40 16.5 43.50 50.90 51.20 52.80 9.30 1 ' N ( EFFECTIVE RAINFALL for Basin No. 1(Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2 r- ' PARDUE, CORNWELL AND ASSOCIATES, INC. ' CORPORATE OFFICE 1 51 KALMUB DR. BLDG M -2 COBTA MEaA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 PAGE 1 OF 2 COACHELLA VALLEY 74 -040 EL PAGED SUITE C PALM DEBERT, CA 92260 (760) 250 -063Q FAX (760) 779-0673 M M M M M M M M MM M M M ON M M M M M POND No. 1r (Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2) 100 yr 3 -hr Constant Low Loss Efective Outflow Net Unit Time Pattern Rainfall Loss rate rate Rain Volume Volume Volume Period Percent* (in/hr) (in/hr) (in/hr) (in/hr) Inflow (cfs) (ac -ft) Outflow (cfs) (ac -ft) (ac -ft) 1.00 1.300 0.312 0.150 0.312 0.162 1.393 0.010 0.165 0.001 0.008 2.00 1.300 0.312 0.150 0.312 0.162 1.393 0.010 0.165 0.001 0.008 3.00 1.100 0.264 0.150 0.264 0.114 0.980 0.007 0.165 0.001 0.006 4.00 1.500 0.360 0.150 0.360 0.210 1.806 0.012 0.165 0.001 0.011 5.00 1.500 0.360 0.150 0.360 0.210 1.806 0.012 0.165 0.001 0.011 6.00 1.800 0.432 0.150 0.432 0.282 2.425 0.017 0.165 0.001 0.016 7.00 1.500 0.360 0.150 0.360 0.210 1.806 0.012 0.165 0.001 0.011 8.00 1.800 0.432 0.150 0.432 0.282 2.425 0.017 0.165 0.001 0.016 9.00 1.800 0.432 0.150 0.432 0.282 2.425 0.017 0.165 0.001 0.016 10.00 1.500 0.360 0.150 0.360 0.210 1.806 0.012 0.165 0.001 0.011 11.00 1.600 0.384 0.150 0.384 0.234 2.012 0.014 0.165 0.001 0.013 12.00 1.800 0.432 0.150 0.432 0.282 2.425 0.017 0.165 0.001 0.016 13.00 2.200 0.528 0.150 0.528 0.378 3.251 0.022 0.165 0.001 0.021 14.00 2.200 0.528 0.150 0.528 0.378 3.251 0.022 0.165. 0.001 0.021 15.00 2.200 0.528 0.150 0.528 0.378 3.251 0.022 0.165 0.001 0.021 16.00 2.000 0.480 0.150 0.480 0.330 2.838 0.020 0.165 0.001 0.018 17.00 2.600 0.624 0.150 0.624 0.474 4.076 0.028 0.165 0.001 0.027 18.00 2.700 0.648 0.150 0.648 0.498 4.283 0.029 0.165 0.001 0.028 19.00. 2.400 0.576 0.150 0.576 0.426 3.664 0.025 0.165 0.001 0.024 20.00 2.700 0.648 0.150 0.648 0.498 4.283 0.029 0.165 0.001 0.028 21.00 3.300 0.792 0.150 0.792 0.642 5.521 0.038 0.165 0.001 0.037 22.00 3:100 0.744 0.150 0.744 0.594 5.108 0.035 0.165 0.001 0.034 23.00 2.900 0.696 0.150 0.696 0.546 4.696 0.032 0.165 0.001 0.031 24.00 3.800 0.912 0.150 0.912 0.762 6.553 0.045 0.165 0.001 0.044 25.00 3.100 0.744 0.150 0.744 0.594 5.108 0.035 0.165 0.001 0.034 26.00 4.200 1.008 0.150 1.008 0.858 7.379 0.051 0.165 0.001 0.050 27.00 5.000 1.200 0.150 1.200 1.050 9.030 0.062 0.165 0.001 0.061 28.00. 3.500 0.840 0.150 0.840 0.690 5.934 0.041 0.165 0.001 0.040 29.00 6.800 1.632 0.150 1.632 1.482 12.745 0.088 0.165 0.001 0.087 30.00 7.300 1.752 0.150 1.752 1.602 13.777 0.095 0.165 0.001 0.094 31.00 8.200 1.968 0.150 1.968 1.818 15.635 0.108 0.165 0.001 0.107 l m I 32.00. 5.900 1.416 0.150 1.416 1.266 10.888 0.075 0.165 0.001 0.074 33.00 2.000 0.480 0.150 0.480 0.330 2.838 0.020 0.165 0.001 0.018 34.00 1.800 0.432 0.150 0.432 0.282 2.425 0.017 0.165 0.001 0.016 35.00 1.800 0.432 0.150 0.432 0.282 2.425 0.017 0.165 0.001 0.016 , 36.00 0.600 0.144 0.150 0.144 0.000 0.000 0.000 0.165 0.001 -0.001 Total Volume: 1.113 0.041 1.072 Total Adjusted Rainfall (in) = 2.200 Note net volume less than basin capacity of 1.397 ac -ft Unit time (min) = 5.000 Catchment Area (ac) = 8.610 'RCPC & WCD Hyd Manual Plate E -5.9 I m POND No. 1r (Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2) 100 yr 6 -hr Constant Low Loss Efective Inflow Outflow Net . Unit Time Pattern Rainfall Loss rate rate Rain Volume Volume Volume Period Percent *, ( in/hr) ( in/hr) ( in/hr) (in/hr) Inflow (cfs) (ac -ft) Outflow (cfs) (ac -ft) (ac -ft) 1.00 1.100 0.182 0.150 0.163 0.032 0.271 0.004 0.165 0.002 0.001 2.00 1.200 0.198 0.150 0.178 0.048 0.413 0.006 0.165 0.002 0.003 3.00 1.300 0.215 0.150 0.193 0.065 0.555 0.008 0.165 0.002 0.005 4.00 ~ 1.400 0.231 0.150 0.208 0.081 0.697 0.010 0.165 0.002 0.007 5.00 1.400 0.231 0.150 0.208 0.081 0.697 0.010 0.165 0.002 0.007 6.00 1.500 0.248 0.150 0.223 0.098 0.839 0.012 0.165 0.002 0.009 7.00 1.600 0.264 0.150 0.238 0.114 0.980 0.014 0.165 0.002 -0.011 8.00 1.600 0.264 0.150 0.238 0.114 0.980 0.014 0.165 0.002 0.011- 9.00 1.600 0.264 0.150 0.238 0.114 0.980 0.014 0.165 0.002 0.011 10.00 1.600 0.264 0.150 0.238 0.114 0.980 0.014 0.165 0.002 0.011 11.00 1.600 0.264 0.150 0.238 0.114 0.980 0.014 0.165 0.002 0.011 12.00 1.700 0.281 0.150 0.252 0.131 1.122 0.015 0.165 0.002 0.013 13.00 1.700 0.281 0.150 0.252 0.131 1.122 0.015 0.165 0.002 0.013 14.00 1.800 0.297 0.150 0.267 0.147 1.264 0.017 0.165 0.002 0.015 15.00 1.800 0.297 0.150 0.267 0.147 1.264 0.017 0.165 0.002 0.015 16.00 1.800 0.297 0.150 0.267 0.147 1.264 0.017 0.165 0.002 0.015 17.00 2.000 0.330 0.150 0.297 0.180 1.548 0.021 0.165 0.002 0.019 18.00 2.000 0.330 0.150 0.297 0.180 1.548 0.021 0.165. 0.002 0.019 19.00 2.100 0.347 0.150 0.312 0.197 1.690 0.023 0.165 .0.002 0.021 20.00 2.200 0.363 .0.150 0.327 0.213 1.832 0.025 0.165 0.002 0.023 21.00 2:500 0.413 0.150 0.371 0.263 2.258 0.031 0.165 0.002 0.029 22.00 2.800 0.462 0.150 0.416 0.312 2.683 0.037 0.165 0.002 0.035 23.00 3.000 0.495 0.150 0.446 0.345 2.967 0.041 0.165 0.002 0.039 24.00 3.200 0.528 0.150 0.475 0.378 3.251 0.045 0.165 0.002 0.043 25.00 3.500 0.578 0.150 0.520 0.428 3.677 0.051 0.165, 0.002 0.048 26.00 3.900 0.644 0.150 0.579. 0.494 4.244 0.058 0.165 0.002 0.056 27.00 4.200 0.693 0.150 0.624 0.543 4.670 0.064 0.165 0.002 0.062 28.00 4.500 0.743 0.150 0.668 0.593 5.096 0.070 0.165 0.002 0.068 29.00 4.800 0.792 0.150 0.713 0.642 5.521 0.076 0.165 0.002 0.074 30.00 5.100 0.842 0.150 0.757 0.692 5.947 0.082 0.165 --0.002 0.080 m r 31.00 6.700 1.1106 0.150 0.995 0.956 8.217 0.113 0.165 0.002 0.111 32.00 8.100 1.337 0.150 1.203 1.187 10.204 0.141 0.165 0.002 0.138 33.00 10.300 1.700 0.150 1.530 1.550 13.326 0.184 0.165 0.002 0.181 34.00 2.800 0.462 0.150 0.416 0.312 2.683 0.037 0.165 0.002 0.035 35.00 1.100 0.182 0.150 0.163 0.032 0.271 0.004 0.165 0.002 0.001 36.00 0.500 0.083 0.150 0.074 0.008 0.071 0.001 0.165 0.002 -0.001 Total Adjusted Rainfall (in) = 2.500 Total Volume: • 1.324 0.082 1.220 Unit time (min) = 10.000 Catchment Area (ac) = 8.610 Note net volume less than basin capacity of 1.397 ac -ft r POND No. 1r (Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2) 100 yr 24 -hr Unit Time Pattern Period Percent* 1.00 0.200 2.00 0.300 3.00 0.300 4.00 0.400 5.00 0.300 6.00 0.300 7.00 0.300 8.00 0.400 9.00 0.400 10.00 0.400 11.00 0.500 12.00 0.500 13.00 0.500 14.00 0.500 15.00 0.500 16.00 0.600 17.00 0.600 18.00 0.700 19.00 0.700 20.00 0.800 21.00 0.600 22.00 0.700 23.00 0.800 24.00 0.800 25.00 0.900 26.00 0.900 27.00 1.000 28.00 1.000 29.00 1.000 30.00 1.100 Constant Low Loss Efective Rainfall Loss rate rate Rain (in/hr) ( in/hr) ( in/hr) (in/hr) 0.036 0.150 0.032 0.004 0.054 0.150 0.049 0.005 0.054 0.150 0.049 0.005 0.072 0.150 0.065 0.007 0.054 0.150 0.049 0.005 0.054 0.150 0.049 0.005 0.054 0.150 0.049 0.005 0.072 0.150 0.065 0.007 0.072 0.150 0.065 0.007 0.072 0.150 0.065 0.007 0.090 0.150 0.081 0.009 0.090 0.150 0.081 0.009 0.090 0.150 0.081 0.009 0.090 0.150 0.081 0.009 0.090 0.150 0.081 0.009 0.108 0.150 0.097 0.011 0.108 0.150 0.097 0.011 0.126 0.150 0.113 0.013 0.126 0.150 0.113 0.013 0.144 0.150 0.130 0.014 0.108 0.150 0.097 0.011 0.126 0.150 0.113 0.013 0.144 0.150 0.130 0.014 0.144 0.150 0.130 0.014 0.162 0.150 0.146 0.016 0.162 0.150 0.146 0.016 0.180 0.150 0.162 0.030 0.180 0.150 0.162 0.030 0.180 0.150 0.162 0.030 0.198 0.150 0.178 0.048 Inflow Outflow Net Volume Volume Volume Inflow (cfs) (ac -ft) Outflow (cfs) (ac -ft) (ac -ft) 0.031 0.001 0.165 0.003 0.000,-- 0.046 0.001 0.165 0.003 0.000 0.046 0.001 0.165 0.003 0.000 0.062 0.001 0.165 0.003 0.000 0.046 0.001 0.165 0.003 0.000 0.046' 0.001 0.165 0.003 0.000 0.046 0.001 0.165 0.003 0.000 0.062 0.001 0.165 0.003 0.000 0.062 0.001 0.165 0.003 0.000 0.062 0.001 0.165 0.003 0.000 0.077 0.002 0.165 0.003 0.000 0.077 0.002. 0.165 0.003 0.000 0.077 0.002 0.165 0.003 0.000 0.077 0.002 0.165 0.003 0.000 0.077 0.002 0.165 0.003 0.000 0.093 0.002 0.165 0.003 0.000 0.093 0.002 0.165 0.003 0.000 0.108 0.002 0.165 0.003 0.000 0.108 0.002 0.165 0.003 0.000 0.124 0.003 0.165 0.003 0.000 0.093 0.002 0.165 0.003 0.000 0.108 0.002 0.165 0.003 0.000 0.124 0.003 0.165 0.003 0.000 0.124 0.003 0.165 0.003 0.000 0.139 0.003 0.165 0.003 0.000 0.139 0.003 0.165 0.003 0.000 0.258 0.005 0.165 0.003 0.002 0.258 0.005 0.1.65 0.003 .0.002 0.258 0.005 0.165 0.003 0.002 0.413 0.009 0.165 0.003 0.005 31.00 1.200 0.216 0.150 0.194 0.066 0.568 0.012 0.165 0.003 0.008 32.00 1.300 - 0.234 0.150 0.211 0.084 0.722 0.015 0.165 0.003 0.012 33.00 1.500 0.270 0.150 0.243 0.120 1.032 0.021 0.165 0.003 0.018 34.00 1.500 0.270 0.150 0.243 0.120 1.032 0.021 0.165 0.003 0.018 35.00 1.600 0.288 0.150 0.259 0.138 1.187 0.025 0.165 0.003 0.021 36.00 1.700 0.306 0.150 0.275 0.156 1.342 0.028 0.165 0.003 0.024 37.00 1.900 0.342 0.150 0.308 0.192 1.651 0.034 0.165 0.003 0.031 38.00 2.000 0.360 0.150 0.324 0.210 1.806 0.037 0.165 0.003 0.034 39.00 2.100 0.378 0.150 0.340 0.228 1.961 0.041 0.165 0.003 0.037 40.00 2.200 0.396 0.150 0.356 0.246 2.116 0.044 0.165 0.003 0.040 41.00 1.500 0.270 0.150 0.243 0.120 1.032 0.021 0.165 0.003 0.018 42.00 1.500 0.270 0.150 0.243 0.120 1.032 0.021 0.165 0.003 0.018 43.00 2.000 0.360 0.150 0.324 0.210 1.806 0.037 0.165 0.003 0.034 44.00 2.000 0.360 0.150 0.324- 0.210 1.806 0.037 0.165 0.003 0.034 45.00 1.900. 0.342 0.150 0.308 0.192 1.651 0.034 0.165 0.003 0.031 46.00 1.900 0.342 0.150 0.308 0.192 1.651 0.034 0.165 0.003 0.031 47.00 1.700 0.306 0.150 0.275 0.156 1.342 0.028 0.165 0.003 0.024 48.00 1.800 0.324 0.150 0.292 0.174 1.496 0.031 0.165 0.003 0.028 49.00 2.500 0.450 0.150 0.405 0.300 2.580 0.053 0.165 0.003 0.050 50.00 2.600 0.468 0.150 0.421 0.318 2.735 0.057 0.165 0.003 0.053 51.00 2.800 0.504 0.150 0.454 0.354 3.044 0.063 0.165 0.003 0.059 52.00 2.900 0.522 0.150 0.470 0.372 3.199 0.066 0.165 0.003 0.063 53.00 3.400 0.612 0.150 0.551 0.462 3.973 0.082 0.165 0.003 0.079 54.00 3.400 0.612 0.150 0.551 0.462 3.973 0.082 0.165 0.003 0.079 55.00 2.300 0.414 0.150 0.373 0.264 2.270 0.047 0.165 0.003 0.044 56.00 2.300 0.414 0.150 0.373 0.264 2.270 0.047 0.165 0.003 0.044 57.00 2.700 0.486 0.150 0.437 0.336 2.890 0.060 0.165 0.003 0.056 58.00 2.600 0.468 0.150 0.421 0.318 2.735 0.057 0.165 0.003 0.053 59.00 2.600 0.468 0.150 0.421 0.318 2.735 0.057 0.165 0.003 0.053 60.00 2.500 0.450 0.150 0.405 0.300 2.580 0.053 0.165 0.003 0.050 61.00 2.400 0.432 0.150 0.389 0.282 2.425 0.050 0.165 0.003 0.047 62.00 2.300 0.414 0.150 0.373 0.264 2.270 0.047 0.165 0.003 0.044 63.00 1.900 (0.342 0.150 0.308 0.192 1.651 0.034 0.165 0.003 0.031 64.00 1.900 0.342 0.150 0.308 0.192 1.651 0.034 0.165 0.003 0.031 65.00 0.400 0.072 0.150 0.065 0.007 0.062 0.001 0.165 0.003 0.000 66.00 0.400 0.072 0.150 0.065 0.007 0.062 0.001 0.165 0.003 0.000 67.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000 r r r r r ■r r r r r r r r� r r ,r.r 68.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000 69.00 0.500 0.090 0.150 0.081 0.009 0.077 0.002 0.165 0.003 0.000 70.00 0.500 0.090 0.150 0.081 0.009 - 0.077 0.002 0.165 0.003 0.000 71.00 0.500 0.090 0.150 0.081 0.009 0.077 0.002. 0.165 0.003 0.000 72.00 0.400 0.072 0.150 0.065 0.007 0.062 .0.001 0.165 0.003 0.000 73.00 0.400 0.072 0.150 0.065 0.007 0.062 0.001 0.165 0.003 0.000. 74.00 0.400 0.072 0.150 0.065 0.007 0.062 0.001 0.165 0.003 0.000 75.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000 76.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 77.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003- 0.000 78.00 0.400 0.072 0.150 0.065 0.007 0.062 0.001 0.165 0.003 0.000 79.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000_ 80.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 81.00 0.300 0.054 0.150 -0.049 0.005 0.046 0.001 0.165 0.003 0.000 82.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000 83.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000 84.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 85.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000 86.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 87.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 - 0.165 0.003 0.000 88.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 89.00 0.300 0.054 0.150 0.049 0.005 0.046 0.001 0.165 0.003 0.000 90.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 91.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 92.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 93.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 94.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 95.00 0.200 0.036 0.150 0.032 .0.004 0.031 0.001 0.165 0.003 0.000 96.00 0.200 0.036 0.150 0.032 0.004 0.031 0.001 0.165 0.003 0.000 i Total Volume: 1.509 0.085 1.304 Total Adjusted Rainfall (in) = 4.500 Unit time (min) = 15.000 Note net volume less than basin capacity of 1.397 ac -ft Catchment Area (ac) = 8.610 f 11 - 1 RETENTION BASIN DATA FOR POND No. 1 (Revised .5- 16 -07 to combine Basin Areas Nos. 1 and '2 ) 1 F_ i 1 1 PARDUE, CORNWELL AND ASSOCIATES, INC. PAGE 1 OF 2 CORPORATE OFFICE 1 51 KALMUH DR. BLDG M -2 COACHELLA VALLEY PARED SUITE C 74-040 EL COSTA MESA, CA 92626 PALM DESERT, CA 92260 (71 4) 241-3400 FAx (71 4) 241-3432 (760) 250-0638 FAX (760) 779 -0673 Washington Park Retail Center RETENTION BASIN DATA: Pond No. 1 (Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2) 1 DEPTH (FT) ELEVATION STORAGE (CF) STORAGE (AC -FT) BASE AREA (SF) ** OUTFLOW (CFS)- 1 0 43.5 0 0.000 3564.00 0.000 1 44.5 2,178 0.050 3564.00 0.165 2 45.5 5,148 0.118 3564.00 0.165 ' 3 46.5 8,712 0.200 3564.00 0.165 4 47.5 12,276 0.282 3564.00 0.165 5 48.5 17,220 0.395 3564.00 0.165 ' 6 49.5 22,134 0.508 3564.00 0.165 7 ` 50.5 26,985 0.619 3564.00 0.165 ' 8 9 51.5 52.5 31,734 36,349 0.729 0.834 3564.00 3564.00 0.165 0.165 10 53.5 40,792 0.936 3564.00 0.165 11 54.5 45,019 1.033 3564.00 0.165 1 12 55.5 48,975 1.124 3564.00 0.165 13 56.5 52,603 1.208 3564.00 0.165 1 14 57.5 55,814 1.281 3564.00 0.165 15 58.5 = 58,491 1.343 3564.00 0.165 16 59.5 60,408 1.387 3564.00 0.165 16.5 60. 60,873 1.397 3564.00 0.165 * based on 2 in t ur er ho (typical throu hout p 9 ) *'Based on an earthen _(Yp bottom width of 18 ft. and a length of 198 ft.,, . 1 f i . i v 1 - ■ ' POND No. 1 EVACUATION CALCULATIONS • 1 ' PARDUE, CORNWELL AND ASSOCIATES, INC. PAGE 1 OF 2, ■ CORPORATE OFFICE COACHELLA VALLEY . 1 51 KALMua DR. BLDG M -2 74-040 EL PASED SUITE C COaTA MESA, CA 92626 PALM DESERT, CA 92260 (71 4) 241 -3400 FAX (71 4) 241-34:32 (760) 250 -0638 FAX (760) 779 -0673 7 : Washington Park Retail Center RETENTION BASIN EVACUATION: Pond No. 1 (Revised 5 -16 -07 to combine Basin Areas Nos. 1 and 2) ' POST STORM OUTFLOW (CFS) DIRECT OUTFLOW (CF /HR) DIRECT OUTFLOW (CF /HR) OUTFLOW (CF /HR) BASIN VOLUME PERIOD (HR) INFILTRATION INFILTRATION DRYWELL* COMBINED (CF) ** 1 0.165 594 450 1044 60,766 ' 2 0.165 594 450 1044 59,722 3 , , 0.165 594 450 1044 58,678 ' 4 0.165 594 450 1044 57,634 5 0.165 594 450 1044 56,590 6 0,165 594 450 1044 55,546 7 0.165 594 450 1044 54,502 8 0.165 594 450 1044 53,458 9 0.165 594 450 1044 52,414 t10 0.165 594 450 1044 51,370 11 0.165 594 450 1044 50,326 12 0.165 594 450 1044 49,282 13 0.165 594 450 1,044 48,238 14 0.165 594 450 1044 47,194 15 0.165 594 450 1044 46,150 ' 16 0.165 594 450 1044 45,106 17 0.165 594 450 1044 44,062 ' 18 0.165 594 450 1044 43,018 19 0.165 594 450 1044 41,974 20 0.165 594 450 1044 40,930 ' - 21 0.165 594 450 1044 39,886 22 0.165 594 450 1044 38,842 23 0,165 594 450 1044 37,798 ' 24 0.165 594 450 1044 36,754 25 0.165 594. 450 1044 35,710 ' •26 0.165 594 450 1044 34,666 27 0.165 ` 594 450 1044 33,622 28 0.165 594 450 1044 32,578 ' ' 29 0.165 594 450 1044 31,534 30 0.165 594 450 1044 30,490 31 0.165 594 450 1044 29,446 ' 32 0.165 594 450 1044 28,402 ' 33 0.165 594 450 1044 271358 34 0.165 594 450 1044 26,314 ' 35 0.165 594 450 1044 25,270 36 0.165 594 450 1044 24,226. , ' 37 38 0.165 0.165 594 594 450 450 1044 1044 23,182 22,138 J * Outflow from Maxwell Plus Drywell is fixed at 0.125 cfs (450 CF /HR) A conservative assumption that the basin is full at the end of the 24 -hr storm 1 OUTFLOW OUTFLOW POST STORM (CFS) DIRECT (CF /HR) DIRECT OUTFLOW (CF /HR) OUTFLOW (CF /HR) BASIN VOLUME PERIOD (HR) INFILTRATION INFILTRATION DRYWELL COMBINED (CF) ** ' 39 40 0.165 0.165 594 594 450 450 1044 1044 21,094 20,050 41 0.165 594 450 1044 19,006 42 0.165 594 450 1044 17,962 r 43 0.165 594 450 1044 16,918 44 0.165 594 450 1044 15,874 ' 45 0.165 594 450 1044 14,830 46 0.165 594 450 1044 13,786. ` 47 0.165 594 450 1044 12,742 ' 48 0.165 594 450 1044 11,698 49 0.165 594 450 1044 10,654 50 0.165 594 450 1044 .9,610 ' 51 0.165 594 450 1044 8,566 52 0.165 594 450 1044 7,522 ' 53 54 0.165 0.165 594 594 450 450 1044 1044 6,478 5,434 55 0.165 594 450 1044 4,390 ' 56 0.165 ' ` 594 450 1044 3,346 ' 57 0.165 594 450 1044 2,302 58 0.165 594 450 1044 1,258 ' 59 0.165 594 450 1044 214 60 0.165 594 450 1044_ 0 61 ' 62 63 64 ' 65 1 66 67 68 t 69 70 71 72 * Outflow from Maxwell Plus Drywell is fixed at 0.125 cfs (450 CF /HR) A conservative assumption that the basin is full at the end of the 24 -hr storm 1 Catch Basin Calculations (Phase 4) S 1 i 1 t ' PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE 'IS 1 KALMUa DR. BLDG M-2 COSTA MESA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 � t PAGE 1 OF 2 COACHELLA VALLEY 74 -040 EL PAaEO SUITE C PALM DESERT, CA 92260 (760) 250 -0638 FAX (760) 779 -0673 ' Discharge Gutter Width 6.53 cfs 2.00 ft Gutter Cross Slope 0.083000 ft/ft Spread Road Cross Slope Area C Depth 0.33 ft Worksheet for Grate Inlet In Sag 2.00 ft Project Description 1.5 in ' Worksheet Area C Local Depression Type Grate Inlet In Sag Local Depression Width Solve For Spread Grate Type P -50 mm (P- 1 -7/8 ") Clogging Input Data ' Discharge Gutter Width 6.53 cfs 2.00 ft Gutter Cross Slope 0.083000 ft/ft Spread Road Cross Slope 0.020000 ft/ft Depth 0.33 ft Grate Width 2.00 ft Gutter Depression 1.5 in Grate Length t 2.00 ft Total Depression Local Depression 4.0 in Open Grate Area Local Depression Width 4.00 ft ' Grate Type P -50 mm (P- 1 -7/8 ") Clogging 50.0 % ' T Project Engineer: Jose Contreras Adkan Engineers FlowMaster v6.1 [6140] 1/17/2008 3:26 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 ' Results Spread 10.36 ft Depth 0.33 ft Gutter Depression 1.5 in ' Total Depression 5.5 in Open Grate Area 1.8 ft2 ' • Active Grate Weir Length J 4.00 ft 4 1 - t ' T Project Engineer: Jose Contreras Adkan Engineers FlowMaster v6.1 [6140] 1/17/2008 3:26 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 l.� PROJECT: JACK TARR PREPARED BY: J.V.SALUMBIDES JR.R.E. CHECKED .BY: J. CONTRERAS JOB NOS. 7002 DATE: 09 -06 -07 CATC '�A �N `f C ON CB NUMBER CB TYPE FLOW STREET SLOPE % CB W FT, °d' DEPTH FT. FLOW INLET CFS CARRY -OVER TOTAL CFS INTER. CFS EFF. % BY-PASS CFS TO CB REMARK CFS FROM CB NOS,S SUMP 14,44 0.00 N/A 14.44 2.00 14.00 0.19 1 14.44 100 0.00 N/A CB NOS,6 SUMP 19.771 0.00 N/A 19.77 2.00 14,00 0.32 19,77 100 .0.00 N/A na WIN SEE CITY OF L.A. EXPEREMENTAL GRAPH LL -14 AND LL -15 TO DETERMINE CB INTERCEPTED' FLOW, (d) DEPTH OF FLOW AND CB EFFICIENCY CC (=R� wic m J 1 � Hydrology Calculations 10 Yr Storm Phase 4 PARDUE, CORNWELL AND ASSOCIATES, INC. . CORPORATE OFFICE 1 51 KALMus DR. BLDG M-2 COSTA MEGA, CA 92626 1 (71 4) 241 -34DO FAX (71 4) 241-3432 PAGE 1 OF 2 COACHELLA VALLEY 74 -040 EL PASED SUITE C PALM DESERT, CA 92260 (760) 250 -0638 FAX (760) 779 -0673 r I 1 Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering 5oftware,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 07127107 File:AREAB10.0Ut ------------------------------------------------------------------------ ** * * * * * ** Hyydrology study control Information English (in -lb) Units used in input data file ------------------------------------------------------------------------ Tarr - Washington Park - La Quinta job No. 7002 1 Proposed condition Prepared By: j.Contreras Chk By:j.Salumbides Jr. P.E. July 27, 2007 Adkan Engineers, Riverside, Ca - S/N 561 --------------------------------------=--------------------------------- Rational Method Hydrology Program based on Riverside county Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 10.00 Antecedent Moisture Condition = 2 ' 2 year, 1 hour precipitation = 0.500(In.) 100 year, 1 hour precipitation = 1.600(In.) Storm event year = 10.0 Calculated rainfall intensity data: 1 hour intensity = 0.953(In /Hr) Slope of intensity duration curve = 0.6000 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /station 4.000 to Point /Station 5.000 ' * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 223.000(Ft.) Top (of initial area) elevation = 65.850(Ft.) Bottom (of initial area) elevation = 63.570(Ft.) ' Difference in elevation = 2.280(Ft.) Slope = 0.01022 s(percent)= 1.02 TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 Initial area time of concentration = 6.524 min. Rainfall intensity = 3.606(In /Hr) for a 10.0 year storm ' COMMERCIAL subarea type Runoff Coefficient = 0.890 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 ' Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 2.440(CFS) ' Total initial stream area = 0.760(AC.) Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 5.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 stream flow area = 0.760(AC.) ' Runoff from this stream 2.440(CFS) Time of concentration = 6.52 min. Rainfall intensity = 3.606(In /Hr) ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /station 7.000 to Point /station 5.000 * * ** INITIAL AREA EVALUATION * * ** 1 Areab 10 Pagel ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /station 5.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** ' Along Main Stream number: 1 in normal stream number 3 Stream flow area = 0.800(AC.) Runoff from this stream = 2.320(CFS) Time of concentration = 7.72 min. ' Rainfall intensity = 3.261(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Areab 10 Page 12 Initial area flow distance = 2.830(Ft.) Top (of initial area) elevation = 69.500(Ft.) ' Bottom (of initial area) elevation = 63.570(Ft.) Difference in elevation = 5.930(Ft.) Slope = 2.09541 s(percent)= 209.54 ' TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 warning: TC computed to be less than S min.; program is assuming the ' time of concentration is 5 minutes. 1 Initial area time of concentration = 5.000 min. Rainfall intensity = 4.231(In /Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.891 ' Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 r RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3.734(CFS) Total initial stream area = 0.990(AC.) ' Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /station 5.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** ' Along Main Stream number: 1 in normal stream number 3 Stream flow area = 0.800(AC.) Runoff from this stream = 2.320(CFS) Time of concentration = 7.72 min. ' Rainfall intensity = 3.261(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Areab 10 Page 12 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 5.000 ' * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 0.990(AC.) ' Runoff from this stream = 3.734(CFS) Time of concentration = 5.00 min. Rainfall intensity = 4.231(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1 Process from Point /Station 6.000 to Point /station 5.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 300.000(Ft.) Top (of initial area) elevation = 65.970(Ft.) ' Bottom (of initial area) elevation = 63.S70(Ft.) Difference in elevation = 2.400(Ft.) Slope = 0.00800 s(percent)= 0.80 TC = k(0.300) *[(lengthA3) /(elevation change)]n0.2 Initial area time of concentration = 7.715 min. Rainfall intensity = 3.261(In /Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff Coefficient= 0.889. Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; impervious fraction = 0.900 ' Initial subarea runoff = 2.320(CFS) Total initial stream area = 0.800(AC.) Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /station 5.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** ' Along Main Stream number: 1 in normal stream number 3 Stream flow area = 0.800(AC.) Runoff from this stream = 2.320(CFS) Time of concentration = 7.72 min. ' Rainfall intensity = 3.261(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Areab 10 Page 12 1 Process from Point /Station 7.000 to Point /Station 5.000 INITIAL AREA EVALUATION.` ' Initial area flow distance = 302.000(Ft.) Top (of initial area) elevation = 69.500(Ft.) Bottom (of initial area) elevation = 63.570(Ft-.) Difference in elevation = 5.930(Ft.) slope = 0.01964 s(percent)= 1.96 TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 Initial area time of concentration = 6.464 min. Rainfall intensity = . 3.626(In /Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.890 Decimal fraction soil group A = 0.000 Decimal fraction soil group 8 = 0.000 Decimal fraction. soil group C = 0.000 Decimal fraction soil group D = 1.000 ' RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 initial subarea runoff = 1.840(CFS) Total initial stream area = 0.570(AC.) ' Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station. 5.000 ' * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 4 Stream flow area = 0.570(AC.) ' Runoff from this stream = 1.840(CFS) Time of concentration = 6.46 min. Rainfall intensity'= 3.626(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 2.440 6.52 3.606 ' 2 3.734 5.00 4.231 3 2.320 7.72 3.261 r 4 1.840 6.46 3.626 Largest stream flow has longer or shorter time of concentration. Qp = 3.734 + sum of Qa Tb /Ta 2.440 * 0.766 = 1.870 Qa Tb /Ta 2.320 * 0.648 = 1.503 ' Qa Tb /Ta 1.840 * 0.773 = 1.423 Qp = 8.530 Total of 4 streams to confluence: ' Flow rates before confluence point: 2.440 3.734 2.320 1.840 Area of streams before confluence: 0.760 0.990 0.800 0.570 ' Results of confluence: Total flow rate = 8.530(CFS) Time of concentration = 5.000 min. Effective stream area after confluence = 3.120(Ac.) End of computations, total study area = 3.12 (AC.) ' The following figures may be used for a unit hydrograph study -of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 75.0 ' Areab10 11 Page 13 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * *" ** Along Main stream number: 1 in normal stream number 1 Stream flow area = 1.770(AC.) Runoff from this stream = 8.000(CFS) Time of concentration = 8.87 min. Rainfall intensity = 5.040(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /Station 2.000 * * ** INITIAL AREA EVALUATION * * ** areaa Pagel Riverside County Rational Hydrology Program ' CIVILCADD /CIVILDESIGN Engineering Software, (c) 1989 - 2004 Version 7.0 Rational Hydrology study Date: 07 /27 /07.File:AREAA.OUt --------------------------------------------------=--------------------- * * * * * *• * ** Hydrology Study Control information * * * * * * * * ** English (in -lb) Units used in input data file 1 ------------------------------------------------------------------------ Tarr - Washington Park - La Quinta .Job No. 7002 Proposed Condition Prepared By: J.Contreras Chk By:J.Salumbides Jr. P.E. July 27, 2007 ------------------------------------------------------------------------ Adkan Engineers, Riverside, Ca - S/N 561 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 3 2 year, 1 hour precipitation = 0.500(in.) ' 100 year, 1 hour precipitation = 1.600(in.) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(in /Hr) Slope of intensity duration curve = 0.6000 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 1.000 to Point /Station 2.000 * * ** INITIAL AREA EVALUATION * * ** flow distance Initial area = 364.000(Ft.) Top (of initial area) elevation = 66.100(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 2.140(Ft.) Slope = 0.00588 s (percent) = 0.59 TC = k (0.300) *[(lengthA3) / (elevation change)] A0.2 Initial area time of concentration = 8.865 min. Rainfall intensity = 5.040(In /Hr) for a 100.0 year storm COMMERCIAL subarea type ' Runoff Coefficient = 0.897 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil (AMC 3) = 88.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 8.000(CFS) Total initial stream area = 1.770(AC.) Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * *" ** Along Main stream number: 1 in normal stream number 1 Stream flow area = 1.770(AC.) Runoff from this stream = 8.000(CFS) Time of concentration = 8.87 min. Rainfall intensity = 5.040(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /Station 2.000 * * ** INITIAL AREA EVALUATION * * ** areaa Pagel ' Initial area flow distance = 334.000(Ft.) Top (of initial area) elevation = 69.500(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 5.540(Ft.) Slope = 0.01659 s(ppercent)= 1.66 ' TC = k(0.300) *[(len thA3) /(elevation change)]A0.2 Initial area time of concentration = 6.961 min. ' Rainfall intensity = 5.827(In /Hr) for a 100.0 year storm ' COMMERCIAL subarea type Runoff Coefficient = 0.897 Decimal fraction soil group A = 0.000 ' Decimal fraction soil group B = 0.000 ' Decimal fraction soil group C = 0.000 area = 184.000(Ft.) Decimal fraction soil group D = 1.000 Top (of initial area) elevation = 65.860(Ft.) RI index for soil(AMC 3) = 88.00 ' Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 9.881(CFS) Difference in elevation = 1.900(Ft.) Total initial stream area = 1.890(AC.) slope = 0.01033 s(percent)= 1.03 Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * "* CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 ' stream flow area = 1.890(AC.) Runoff from this stream = 9.881(CFS) Time of concentration = 6.96 min. ' Rainfall intensity = 5.827(In/Hr) ++++++++++++..... r+++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /station 4.000 to Point /Station 2.000 ' * * ** INITIAL AREA EVALUATION * * * * Initial flow distance area = 184.000(Ft.) Top (of initial area) elevation = 65.860(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 1.900(Ft.) ' slope = 0.01033 s(percent)= 1.03 TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 Initial area time of concentration = 6.029 min. Rainfall intensity = 6.351(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.897 Decimal fraction soil group A = 0.000 Decimal fraction soil group 8 = 0.000 ' Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 3) = 88.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3.933(CFS) Total initial stream area = 0.690(AC.) ' Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 ' * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 3 stream flow area = 0.690(AC.) Runoff from this stream = 3.933(CFS) Time of concentration = 6.03 min. Rainfall intensity = 6.351(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall intensity No. (CFS) (min) (In /Hr) II areaa. Page 12 1 8.000 8.87 5.040 ' 2 9.881 6.96 3 .3.933 6.03 5.827 6.351 Largest stream flow has longer or shorter time of concentration Qp = 9.881 + sum of Qa Tb /Ta 8.000 * 0.785 = 6.281 ' Qb is /ib 3.933* 0.917 = 3.608 Qp = 19.771 Total of 3 streams to confluence: ' Flow rates before confluence point: 8.000 9.881 3.933 Area of streams before confluence: 1.770 1.890 0.690 Results of confluence: Total flow rate = 19.771(CFS) Time of concentration = 6.961 min. Effective stream area.after confluence = 4.350(AC.) End of computations, total study area = 4.35 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 75.0 f areaa page 3 1 Riverside County Rational Hydrology Program ' CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 07/27/07 File:AREAA10.out ------------------------------------------------------------------------ * ** * * * * ** Hyydrology StudyiControl Information * * * * * * * * ** English (in -lb) Units used n input data file ' ------------------------------------------------------------------------ Tarr - Washington Park - La Quinta Job No. 7002 Proposed Condition Prepared By: J.Contreras Chk By:J.Salumbides Jr. P.E. July 27, 2007 Adkan Engineers, Riverside, Ca - S/N 561 Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District ' 1978 hydrology manual Storm event (year) = 10.00 Antecedent Moisture Condition = 2 ' 2 year, 1 hour precipitation = 0.500(In.) 100 year, 1 hour precipitation = 1.600(In.) Storm event year = 10.0 Calculated rainfall intensity data: ' 1 hour intensity = 0.953(In /Hr) Slope of intensity duration curve = 0.6000 Process from Point /Station 1.000 to Point /Station 2.000 INITIAL AREA EVALUATION * * *` Initial area flow distance = 364.000(Ft.) Top (of initial area) elevation = 66.100(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 2.140(Ft.) Slope = 0.00588 s(percent)= 0.59 TC = k(0.300) *[(lengthA3) /(elevation change)]A0:2 Initial area time of concentration = 8.865 min. Rainfall intensity = 3.000(In /Hr) for a 10.0 year storm ' COMMERCIAL subarea type Runoff coefficient = 0.888 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 ' Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 4.718(CFS) ' Total initial stream area = 1.770(Ac.) Pervious area fraction = 0.100 +++±++++++++++++++++++++++++±++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 ' Stream flow area = 1.770(Ac.) Runoff from this stream 4.718(CFS) Time of concentration = 8.87 min. Rainfall intensity = 3.000(In /Hr) ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /Station 2.000 * * ** INITIAL AREA EVALUATION * * ** i ' Areaal0 Pagel Initial area flow distance = 334.000(Ft.) ' Top (of initial area) elevation = 69.500(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 5.540(Ft.) Slope = 0.01659 s(percent)= 1.66 TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 Initial area time of concentration = 6.961 min. ' Rainfall intensity = 3.469(In /Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.890 Decimal fraction soil group A = 0.000 ' Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 2) = 75.00 ' Pervious area fraction 0.100; Impervious fraction = 0.900 Initial subarea runoff = 5.833(CFS) Total initial stream area = 1.890(AC.) Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** ' Along Main stream number: 1 in normal stream number 2 stream flow area = 1.890(AC.) Runoff from this stream = 5.833(CFS) Time of concentration = 6.96 min. •Rainfall intensity = 3.469(In /Hr) r +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 4.000 to Point /Station 2.000 INITIAL AREA EVALUATION * * ** Initial area flow distance = 184.000(Ft.) Top (of initial area) elevation = 65.860(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) ' Difference in elevation = 1.900(Ft.) Slope = 0.01033 s(percent)= 1.03 TC = k(0.300) *[(lengthA3) /(elevation change)]A0:2 Initial area time of concentration = 6.029 min. ' Rainfall intensity = 3.781(In /Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff coefficient = 0.891 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 ' Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; impervious fraction = 0.900 Initial subarea runoff = 2.323(CFS) ' Total initial stream area = 0.690(AC.) Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + ++ ' Process from Point /Station 2.000 to Point /station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main stream number: 1 in normal stream number 3 ' Stream flow area = 0.690(AC.) Runoff from this stream = 2.323(CFS) Time of concentration = 6.03 min. Rainfall intensity = 3.781(In /Hr) Summary of stream data: ' Stream Flow rate TC Rainfall intensity No. (CFS) (min) (In /Hr) IAreaa10 1 Page 12' Areaa10 1 4.718 8.87 3.000 2 5.833 6.96 3.469 3 2.323 6.03 3.781 Largest stream flow has longer or shorter time of concentration. Qp = 5.833 + sum of Qa Tb /Ta 4.718 * 0.785 = .3.704 Qb Ia /ib 2.323 * 0.917 = 2.131 Qp = 11.669 Total of 3 streams to confluence: Flow rates before confluence point: 4.718 5.833 2.323 Area of streams before confluence: 1.770 1.890 0.690 Results of confluence: Total flow rate = 11.669(CFS) Time of concentration = 6.961 min. Effective stream area after confluence = 4.350(AC.) End of computations, total study area = 4.35 (AC.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 75.0 r Page 13 } ' 4 i PARDUE, CORNWELL AND ASSOCIATES, INC. PAGE 1 OF 2 ' CORPORATE OFFICE 1 51 KALMUS DR. BLDG M -2 COACHELLA VALLEY 74 -040 EL PASEO SUITE C COBTA'MEBA, CA 92626 PALM DESERT, CA 92260 (71 4) 241-3400 FAX (71 4) 241-3432 (760) 250-0638 FAX (760) 779 -0673 1 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 7.000 to Point /Station 5.000 * * ** INITIAL AREA EVALUATION * * ** areab Page I 1 Riverside County Rational Hydrology Program ' CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 07127107 File:AREAB.out ------------------------------------------------------------ 7 ----------- * * * * * * * *=' Hyydrology Study Control Information English (in -lb) Units used in input data file ------------------------------------------------------------------------ Tarr - Washington Park - La Quinta lob No. 7002 Proposed Condition Prepared By: I.Contreras Chk By:I.Salumbides 7r. P.E. 7uly 27, 2007 'Adkan Engineers,Riverside,CaS /N561 --------------------------------- - -------------------------- - - - - -- Rational Method Hydrology Program based on ' Riverside County Flood Control & water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 3 2 year, 1 hour precipitation = 0.500(In.) ' 100 year, 1 hour precipitation = 1.600(In.) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) ' Slope of intensity duration curve = 0.6000 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 4.000 to Point /Station 5.000 ' * * ** INITIAL AREA EVALUATION * * ** flow distance 223.000(Ft.) Initial area = Top (of initial area) elevation i 65.850(Ft.) Bottom (of initial area) elevation = 63.570(Ft.) Difference in elevation = 2.280(Ft.) ' Slope = 0.01022 s(percent)= 1.02 TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 Initial area time of concentration = 6.524 min. Rainfall intensity = 6.058(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.897 Decimal fraction soil group A— 0.000 Decimal fraction soil group B = 0.000 ' Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMc 3) = 88.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 4.131(CFS) Total initial stream area = 0.760(Ac.) ' Pervious area fraction = 0.100 . +++++++++++++++++++++.+++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 5.000 ' * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 ' Stream flow area = 0.760(Ac.) Runoff from this stream = 4.131(CFS) Time of concentration = 6.52 min. Rainfall intensity = 6.058(In /Hr) ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 7.000 to Point /Station 5.000 * * ** INITIAL AREA EVALUATION * * ** areab Page I 1 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 6.000 to Point /Station 5.000 *' ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 300.000(Ft.) Top (of initial area) elevation = 65.970(Ft.) Bottom (of initial area) elevation = 63.570(Ft.) Difference in elevation = 2.400(Ft.) Slope = 0.00800 s(percent)= 0.80 ' ,TC = k(0.300) *[(lengthA3) /(elevation change)]AO.2 Initial area time of concentration = 7.715-min. Rainfall intensity = 5.478(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.897 ' Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 3) = 88.00 ' Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3.931(CFS) Total initial stream area = 0.800(AC.) Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 5.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** ' Along Main Stream number: 1 in normal stream number 3 stream flow area = 0.800(AC.) Runoff from this stream = 3.931(CFS) Time of concentration = 7.72 min. ' Rainfall intensity = 5.478(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ' areab Page 12 Initial area flow distance = 2.830(Ft.) Top (of initial area) elevation = 69.500(Ft.) Bottom (of initial area) elevation = 63.570(Ft.) ' Difference in elevation = 5.930(Ft.) Slope = 2.09541 s(percent)= 209.54 ` TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 warningg: TC computed to be less than 5 min.; program is assuming the ' time of concentration is 5 minutes. Initial area time of concentration = 5.000 min. Rainfall intensity = 7.106(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.898 ' Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 3) = 88.00 Pervious area fraction = 0.100; Impervious fraction = 0.900' Initial subarea runoff = 6.316(CFS) Total initial stream area = 0.990(AC.) ' Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 5.000 ' * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 stream flow area = 0.990(AC.) Runoff from this stream = 6.316(CFS) Time of concentration = 5.00 min. ' Rainfall intensity = 7.106(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 6.000 to Point /Station 5.000 *' ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 300.000(Ft.) Top (of initial area) elevation = 65.970(Ft.) Bottom (of initial area) elevation = 63.570(Ft.) Difference in elevation = 2.400(Ft.) Slope = 0.00800 s(percent)= 0.80 ' ,TC = k(0.300) *[(lengthA3) /(elevation change)]AO.2 Initial area time of concentration = 7.715-min. Rainfall intensity = 5.478(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.897 ' Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 3) = 88.00 ' Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3.931(CFS) Total initial stream area = 0.800(AC.) Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 5.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** ' Along Main Stream number: 1 in normal stream number 3 stream flow area = 0.800(AC.) Runoff from this stream = 3.931(CFS) Time of concentration = 7.72 min. ' Rainfall intensity = 5.478(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ' areab Page 12 I i I areab Page 13 Process from Point /Station 7.000 to Point /Station 5.000 INITIAL AREA EVALUATION Initial area flow distance = 302.000(Ft.) Top (of initial area) elevation = 69.500(Ft.) Bottom (of initial area) elevation = 63.570(Ft..) Difference in elevation = 5.930(Ft.) slope = 0.01964 s(percent)= 1.96 ' TC = k(0.300) *[(len thA3) /(elevation change)]A0.2 Initial area time of concentration = 6.464 min. Rainfall intensity = 6.091(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff coefficient = 0.897 ' Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 3) = 88.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3.116(CFS) Total initial stream area = 0.570(AC.) ' Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 5.000 * *** CONFLUENCE OF MINOR STREAMS * * ** ' Along Main Stream number: 1 in normal stream number 4 Stream flow area = 0.570(AC.) Runoff from this stream = 3.116(CFS) Time of concentration = 6.46 min. ' Rainfall intensity = 6.091(In /Hr) summary of stream data: Stream Flow rate TC Rainfall Intensity ' No. (CFS) (min) (In /Hr) 1 4.131 6.52 6.058 2 6.316 5.00 7.106 3 3.931 7.72 5.478 4 3.116 6.46 6.091 Largest stream flow has longer or shorter time of concentration Qp = 6.316 + sum of Qa Tb /Ta 4.131 * 0.766 = 3.166 Qa Tb /Ta 3.931 * 0.648 = 2.548 Qa Tb /Ta 3.116 * 0.773 = 2.410 ' Qp = 14.440 Total of 4 streams to confluence: ' Flow rates before confluence point: 4.131 6.316 3.931 3.116 Area of streams before confluence: 0.760 0.990 .0.800 0.5.70 Results of confluence: Total flow rate = 14.44b(CFS) 1 Time of concentration = 5.000 min. Effective "stream area after confluence = 3.120(AC.) End of computations, total study area = 3.12 (AC.) _ The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 75.'0 I areab Page 13 m i Riverside county Rational Hydrology Program ' CIVILCADD/CIVILDESIGN -Engineering - Software ,(c) - 1989 -= -2004 -version -7�0 -- Rational Hydrology Study Date: 07/27/07 File:AREAA10.0Ut Hydrology Study Control Information English (in -lb) Units used in input data file ------------------------------------- Tarr - Washington Park - La Quinta Job No. 7002 Proposed condition Prepared By: J.Contreras Chk By:J.Salumbides Jr. P.E. July 27, 2007 ' Adkan- Engineers, - Riverside, - CaS /N- 561 - _ --- -------------------------- - - - - -- Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District ' 1978 hydrology manual Storm event (year) = 10.00 Antecedent Moisture Condition = 2 2 year, 1 hour precipitation = 0.500(In.) 100 year, 1 hour precipitation = 1.600(In.) Storm event year = 10.0 Calculated rainfall intensity data: 1 hour intensity = 0.953(In /Hr) _ Slope of intensity duration curve = 0.6000 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /station 2.000 * * ** CONFLUENCE OF MINOR,STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 1.770(Ac.) Runoff from this stream = 4.718(CFS) Time of concentration = 8.87 min. Rainfall intensity = 3.000(In /Hr) ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /station 2.000 * * ** INITIAL AREA EVALUATION * * ** Areaa 10 Page d i +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 1.000 to Point /Station 2.000 ' * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 364.000(Ft.) Top (of initial area) elevation = 66.100(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) ' Difference in elevation = 2.140(Ft.) Slope = 0.00588 s(percent)= 0.59 TC = k(0.300) *[(lengthA3) /(elevation change)]A0:2 Initial area time of concentration = 8.865 min. Rainfall intensity = 3.000(In /Hr) for a 10.0 year storm COMMERCIAL subarea type 1 Runoff coefficient = 0.888 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 ' RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 4.718(CFS) ' Total initial stream area = 1.770(AC.) Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /station 2.000 * * ** CONFLUENCE OF MINOR,STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 1.770(Ac.) Runoff from this stream = 4.718(CFS) Time of concentration = 8.87 min. Rainfall intensity = 3.000(In /Hr) ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /station 2.000 * * ** INITIAL AREA EVALUATION * * ** Areaa 10 Page d m Areaal0 III Page 12 Initial area flow distance = 334.000(Ft.) Top (of initial area) elevation = 69.500(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) ' Difference in elevation = 5.540(Ft.) slope = 0.01659 s(percent)= 1.66 TC = k(0.300) *[(lengthA3) /(elevation change)]A0:2 Initial area time of concentration = 6.961 min. ' Rainfall intensity = 3.469(In /Hr) for a 10.0 year storm COMMERCIAL subarea type Runoff coefficient = 0.890 C Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 5.833(CFS) '. Total initial stream area = 1.890(AC.) Pervious area fraction = 0.100 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 stream flow area = 1.890(AC.) Runoff from this stream = 5.833(CFS) Time of concentration = 6.96 min. Rainfall'intensity = 3.469(In /Hr) ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 4.000.to Point /Station 2.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 184.000(Ft.) Top (of initial area) elevation = 65.860(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 1.900(Ft.) Slope = 0.01033 s(percent)= 1.03 TC = k(0.300) *[(lengthA3) /(elevation change)]A0:2 Initial area time of concentration = 6.029 min. Rainfall intensity = 3.781(In /Hr) for a 10.0 year storm COMMERCIAL subarea type ' Runoff Coefficient = 0.891 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 ' Decimal fraction soil group D = 1.000 RI index for soil(AMC 2) = 75.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 2.323(cFS) Total initial stream area = 0.690(AC.) Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 3 Stream flow area = 0.690(AC.) Runoff from this stream = 2.323(CFS)� ' Time of concentration = 6.03 min. Rainfall intensity = 3.781(In /Hr) summary of stream data: ' Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) Areaal0 III Page 12 1 1 4.718 8.87 3.000 2 5.833 6.96 3 2.323 6.03 3.469 3.781 Largest stream flow has longer or shorter time of concentration Qp = 5.833 + sum of Qa Tb /Ta 4.718 = 0.785 = 3.704 1 Qb Ia /Ib 2.323 * 0.917 = 2.131 Qp = 11.669 Total of 3 streams to confluence: ' Flow rates before confluence point: 4.718 5.833 2.323 Area of streams before confluence: 1.770 1.890 0.690 ° Results of confluence: Total flow rate = 11.669(CFS) Time of concentration = 6.961 min. Effective stream area after confluence = 4.350(Ac.) End of computations, total study area = 4.35 (AC.) ' The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 75.0 1 1 Areaal0 , Page 3 Page I 1 Riverside county Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989 - 2004 Version 7.0 Rational Hydrology study Date: 07127107 File:AREAA.out ------------------------------------------------------------------------ * * *** * * ** Hyydrology StudyiControl Information English (in -lb) Units used n input data file -------------------------------------------------7---------------------- Tarr - Washington Park - La Quinta Job No. 7002 Proposed Condition Prepared By: J.Contreras Chk By:J.Salumbides Jr. P.E. July 27, 2007 ' Adkan- Engineers, Riverside, _ CaS /N- 561 ------- - - - --- ----------------- - - - - -- Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture condition = 3 ' 2 year, 1 hour precipitation = 0.500(In.) 100 year, 1 hour precipitation = 1.600(In.) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) ' Slope of intensity duration curve = 0.6000 ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 1.000 to Point /Station 2.000 * * ** INITIAL AREA EVALUATION Initial area flow distance 364.000(Ft.) = Top (of initial area) elevation = 66.100(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 2.140(Ft.) ' Slope = 0.00588 s (ppercent) = 0.59 TC = k (0.300) *[(lengthA3) / (elevation change)] A0.2 Initial area time of concentration = 8.865 min. Rainfall intensity = 5.040(In /Hr) for a 100.0 year storm COMMERCIAL subarea type ' Runoff coefficient'= 0.897 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C'= 0.000 Decimal fraction soil group D = 1.000 RI index for soil (AMC 3) = 88.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 8.000(CFS) Total initial stream area = 1.770(Ac.) Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1.in normal stream number 1 Stream flow area = 1.770(Ac.) ' Runoff from this stream = 8.000(CFS) Time of concentration = 8.87 min. Rainfall intensity = 5.040(In /Hr) ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /Station 2.000 * * ** INITIAL AREA EVALUATION * * ** areaa Page I 1 m +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ' Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 3 ' Stream flow area = 0.690(AC.) Runoff from this stream = 3.933(CFS) Time of concentration = 6.03 min. Rainfall intensity = 6.351(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) ' areaa Page 12 Initial area flow distance = 334.000(Ft.) Top (of initial area) elevation = 69.500(Ft.) ' Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 5.540(Ft.) Slope = 0.01659 s(ppercent)= 1.66 TC = k(0.300) *[(lengthA3) /(elevation change)]A0:2 Initial area time of concentration = 6.961 min. Rainfall intensity = 5.827(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.897^ Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 3) = 88.00 ' Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 9.881(CFS) Total initial stream area = 1.890(AC.) Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 ' Stream flow area = 1.890(Ac.) Runoff from this stream = 9.881(CFS) Time of concentration = 6.96 min. ' Rainfall intensity = 5.827(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 4.000 to Point /Station 2.000 * * ** INITIAL AREA EVALUATION * * ** flow Initial area distance = 184.000(Ft.) Top (of initial area) elevation = 65.860(Ft.) Bottom (of initial area) elevation = 63.960(Ft.) Difference in elevation = 1.900(Ft.) Slope = 0.01033 s(percent)= 1.03 TC = k(0.300) *[(lengthA3) /(elevation change)]A0.2 Initial area time of concentration = 6.029 min. Rainfall intensity = 6.351(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff coefficient = 0.897 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 ' Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 RI index for soil(AMC 3) = 88.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3.933(CFS) Total initial stream area = 0.690(AC.) ' Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ' Process from Point /Station 2.000 to Point /Station 2.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 3 ' Stream flow area = 0.690(AC.) Runoff from this stream = 3.933(CFS) Time of concentration = 6.03 min. Rainfall intensity = 6.351(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) ' areaa Page 12 1 � Page 13 t 1 8.000 8.87 5.040 2 9.881 6.96 5.827 3 3.933 6.03 6.351 Largest stream flow has longer or shorter time of concentration Qp = 9.881 + sum of Qa Tb /Ta 8.000 * 0.785 = 6.281 Qb Ia /Ib 3.933 * 0.917 = 3.608 Qp = 19.771 Total of 3 streams to confluence: ' Flow rates before confluence point: 8.000 9.881 3.933 Area of streams before confluence: 1.770 1 1.890 0.690 Results of confluence: Total flow rate = 19.771(CFS) Time of concentration = 6.961 min. Effective stream area after confluence = 4.350(AC.) End of computations, total study area = The following figures may 4.35 (AC.) be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.100 Area averaged RI index number = 75.0 1 r 1 1 1 1 1 , areaa 1 � Page 13 t w Storm Drain Pipe Flow Hydraulics Phase 4 10 nor Storm ' PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE ■ 1 51 KALMUS DR. SLOG M -2 COSTA MESA, CA 92626 E (71 4) 241-3400 FAX (71 4) 241-3432 - 0 PAGE 1 OF 2 COACHELLA VALLEY 74 -040 EL PASEO . SUITE C PALM DESERT, CA 92260 (760) 250 -0635 FAX (760) 779 -0673 1 1 1 I� Storm Drain Pipe Flow Hydraulics Phase 4 10 nor Storm ' PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE ■ 1 51 KALMUS DR. SLOG M -2 COSTA MESA, CA 92626 E (71 4) 241-3400 FAX (71 4) 241-3432 - 0 PAGE 1 OF 2 COACHELLA VALLEY 74 -040 EL PASEO . SUITE C PALM DESERT, CA 92260 (760) 250 -0635 FAX (760) 779 -0673 T1 TARR 20B_-NO--7002--, CT2' STORM �DRIN LIN 0 T3"PREPARED- BY:J.—CONTRERAS CHK BY :J.SALUMBIDES•JR. P.E. ' SO 1000.000 57.050 1 57.05 R 1014.950 58.170 1 .013 .000 .000 0 R 1083.400 63.330 1 .013 .000 .000 0 SH 1083.400 63.330 1 63.330 CD 1 ,4 1 .000 1.000 .000 ..000 -.000 .00 c ' Q 1.970 .0 r FILE: 700211.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 2 -2008 Time:11:56:54 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TARR JOB NO 7002 HEADING LINE NO 2 IS - STORM DRAIN LINE 1 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT] W S ELEV 1000.000 57.050 1 ' 57.050 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.950 58.170 1 013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1083.400 63.330 1 .013 .000 000 .000 0 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1083.400 63.330 1 63.330 FILE: 700211.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:56:55 TARR JOB NO 7002 STORM DRAIN LINE 1 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. 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W S P G W - CIVILDESIGN version 14.01 - PAGE 2 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date:'4- 2 -2008 Time:11:56:55 TARR JOB NO 7002 STORM DRAIN LINE 1 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. kkkkkkkkkkkkkkkkkkkkkkkik' s tit4 it ti itl.`Yir ft{t 4 te0i it it it it ie it to i:'i: fti iti it 4Yr kit at ff �eYt it:4 irfi it Ye sY eY ftb pie it it it 4 ft it's it a::t's st aY Ai'ki(Yt ie{ r if iti:Y iit ir't 4 ir' s aY ki: '.t ie'.r it it it it :t it is it it it it it :Yir it it ie :} I Invert I Depth I water 'I Q I vel vel I Energyy 1 SuFer ICriticallFlow TOplHeight /IBase Wt1 INO Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I width IDia. -FTIOr I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch kkkkkkkkklkkkkkkkkklkkkkkkkklkkkkkkkkklkkkkkkkkitlkkkkkkklkkkkkkklkkkkkkkkklkkkkkkklkkkkkkkklkkkkkkkklkkkkkkklkkkkkkklkkkkk lkkkkkkir 1077.437 62.880 .382 63.263 1.97 7.13 .79 64.05 .00 .60 .97 1.000 .000 .00 1 .0 1.264 .0754 .0297 .04 .38 2.35- .30 .013 .00 .00 PIPE 1078.700 I 62.976 I I .396 63.372 I I 1.97 6.80 I .72 64.09 I .00 I I .60 .98 I I 1.000 I .000 .00 I 1 .0 -I- 1.038 -I- .0754 -I- -I- -I- -I- -I- .0261 -I- .03 -I- .40 -I- 2.20 -I- .30 -I- .013 -I- .00 .00 1- PIPE 1079.739 1 63.054 I .410 63.464 I I 1.97 6.48 I .65 64.12 I .00 I 1 .60 .98 I I 1.000 I .000 .00 I 1 .0 -I- .843 -I- .0754 -I- -I- -I- -I- -I- .0229 -I- .02 -I- .41 -I- 2.05 -I- .30 -I- .013 -I- .00 .00 I- PIPE 1080.582 63.118 :425 63.543 1.97 6.18 I .59 64.14 I .00 I I .60 .99 I I 1.000 I .000 .00 I 1 .0 -I- .685 -I- .0754 -I- -I- -I- -I- -I- .0201 -I- ..01 -I- .43 -I- 1.92 -I- .30 -I- .013 -I- .00 .00 I- PIPE 1081.267 I I 63.169 I .441 63.610 I I 1.97 5.89 I .54 64.15 I .00 I I .60 .99 I I 1.000 I .000 .00 I 1 .0 .554 .0754 .0177 .01 .44 1.79 .30 .013 .00 .00 PIPE 1081.821 I I 63.211 I .458 63.669 I I 1.97 5.62 I .49 64.16 I .00 I I .60 1.00 I I 1.000 I .000 .00 I 1 .0 .460 .0754 .0156 .01 .46 1.67 .30 .013 .00 .00 PIPE 1082.281 I 63.246 I .475 63.721 I I 1.97 5.35 I .45 64.17 I .00 I I .60 1.00 I I 1.000 I .000 .00 I 1 .0 -I- .364 -I- .0754 -I- -I- -I- -I- -I- .0137 -I- .00 -I- .48 -I- 1.55 -I- .30 -I- .013 -I- .00 .00 I- PIPE I 1082.646 l 63.273 I 493 63.766 I I 1`.•97 5.11 I .40 64.17 I .00 I I .60 1.00 I I 1.000 I .000 .00 I 1 .0 -I- .281 -I- .0754 -1- -I- -I- -I- -I- .0121 -I- .00 -I- .49 -I- 1.45 -I- .30 -I- .013 -I- .00 .00 1- PIPE I 1082.927 I 63.294 I .512 63.806 I I 1.97 4.87 I .37 64.17 I .00 I I .60 1.00 I I 1.000 I 000 .00 I 1 .0 .223 .0754 .0106 .00 .51 1.35 .30 .013 .00 .00 PIPE x FILE: 700211.WSw W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:56:55 'TARR JOB NO 7002 STORM DRAIN LINE 1 PREPARED BY:].CONTRERAS CHK BY:].SALUMBIDES ]R. P.E. �rrtr�tr, ttr: ttrterr��tr�, xrrtretr*, r, tftrtr, rt*, ta• st�ir�r�asrftetr, rzrr�, r, tt�aat r��tr,t��test,r�����tra�, tote:: rat, t�xtr, rt, t�x�r�t, t, t�: t�nxttraf�xxrr :r,t,tx,tt��r,t,v':atr:�atest ,ttx�t:t.,t:r I Invert I Depth I Water I Q I Vel Vel I EnergyY I Super ICriticallFloW ToplHeight /IBase WtI ]NO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.EI.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch �rt,�t,r,r,r�� I �a�:vtraaa� I :+mot, *��r�� I �,r�,r��r�,rrt I n�,�x,r,r� *r I �,t„r�+r:+,r I ��� x�,r � I ���,r��:: �� I ����,r � � I ��� *���� I :e��A���� I ��:r���� I :��� � -�* I ter ++rte I ��•i<t,tx:t I I I I I I I I I I I I 1083.150 63.311 .531 63.842 1.97 4.64 .33 64.18 .00 .60 1.00 1.000 .000 .00 1 .0 .142 .0754 .0094 .00 .53 1.25 .30 013 .00 .00 PIPE I I I I I I I I• I I I I. 1083.292 63.322 .552 63.874 1.97 4.43 .30 64:18 .00 .60 .99 1.000 .000 .00 1 .0 .084. .0754 .0083 .00 .55 1.17 .30 .013 .00 .00 PIPE I I I I I I I I I I I I 1083.376. 63.328 .574 63.902 1.97 4.22 .28 64.18 .00 .60 .99 1.000 .000 .00 1 .0 .024 .0754 .0073 .00 .57 1.08 .30 .013 .00 .00 PIPE I I I I I I I I I I I I 1083.400 63.330 .599 63.929 1.97 4.01 .25 64.18 .00 .60 .98 1.000 .000 .00 I 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 0 �l 0 000 .000 0 i ' 1 T1 TARR JOB NO 7002 T2 STORM DRAIN LINE 3 T3 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. SO .1000.000 62.520 1 62.52 ' R 1007.270 63.250 1 .013 SH 1007.270 63.250 1 63.250 CD 1 4 1 .000 1.000 .000 .000 .000 .00 Q 8.700 .0 _ 1 r t 0 000 .000 0 i FILE: 700213.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 2 -2008 Time:11:46:59 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.000. W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TARR JOB NO 7002 HEADING LINE NO 2 IS - STORM DRAIN LINE 3 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.000 62.520 1 62.520 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1007.270 63.250 1 .013 .000 .000 .000 00 ELEMENT NO 3 IS A SYSTEM.HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1007.270 63.250 1 63.250 J FILE: 700213.WSw W S P G w- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:47: 0 TARR JOB NO 7002 STORM DRAIN LINE 3 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. ir,rtr,t,rtr,t *trrati. try: r�irrr* is�i<, t, ttrrrt��trtrx, rirx�>< i< �i< �z, tir* t�, tatr�, t��' rtr, r�ttir, t: t��trairtrisis�,r:ra,rri<,r, tip, tt:: ti<, t, ri:: rirtrt: t'<: t, r�, t, tt, r,t,tir,rt�i<i,t�:�,ra,t�tratr ::x,r,ta:�tt I Invert I Depth I water I Q I Vel vel I Energy I Super IcriticallFlow TOplHeight /lease Wtl INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E�.I Elev I Depth I width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh slope P I I I I I SF Avel HF ISE D thlFroude P NINorm D -I- I P -I- I "N" -I- I X -Fa11I ZR -I IType Ch AtAAAttAAIAAAtttAAAIttAAAAAAIAtAtAAAAAITeti AAAttAlairAAt� '.IAAAtAAAItAAtAttttlttAAtts`I AirAtAtttIAAAAAAArtIAtAAAtAIAttAtAiIAtAtA ItAAAtAA 1000.000 -I- I I 62.520 -I- I .833 63.353 I I 8.70 12.44• I 2.40 65.76 I .00 I .99 I .75 I 1.000 I .000 I .00 I 1 1.0 1.590 .1004 -I- -I- -I- -I- -I- .0570 -I- .09 -I- .83 -I- 2.26 -I- .66 -I- .013 -I- .00 .00 1- PIPE 1001.590 -I- I I 62.680 -I- I .851 63.531 I I 8.70 12.21 I 2.32 65.85 I .00 I .99 I .71 I 1.000 I I .000 .00 I 1 .0 3.402 .1004 -I- -I- -I- -I- -I- .0541 -I- .18 -I- .85 -I- 2.15 -I- .66 -I- .013 -I- .00 .00 1- PIPE 1004.992 -I- I I 63.021 -I- I .904 -I- 63.925 -I- I I 8.70 11.64 I 2.10 66.03r I .00 I I .99 .59 I 1.000 I I .000 .00 I 1 .0 2.278 .1004 -I- -I- -I- .0535 -I- .12 -I- .90 -I- 1.82' -I- .66 -I- .013 -I- .00 .00 1- PIPE 1007.270 -I- I I 63.250 -I- I .989 -I- 64.239 -f- I I 8.70 -I- 11.10 -I- I 1.91 -I- -66.15 -I- I .00 -I- I .99 I -f- .20 -I- I I 1.000 -I- I .000 -I- .00 I 1 .0 I- 1 ' Tl TARR JOB NO 7002 T2 STORM DRAIN LINE 4 0 T3 So PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES 1000.000 56.060 1 JR.—P__.E. -- 57.70 ' R 1004.500 56.500 1 .013 - - - -- .000 OOQ 0 R 1039.460 59.960 1 .013 .000 .000 0 SH 1039.460 59.960 1 59.960 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q 19.770 .0 ' { m mom M M FILE: 700214.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4-2-2008 Time: 1:12:40 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3)' Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 W S P G W i PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TARR JOB NO 7002 HEADING LINE NO 2 IS - STORM DRAIN LINE 4 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. W S P G W PAGE NO 2 - WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET r' U/S DATA STATION INVERT SECT W S ELEV 1000.000 56.060 1 57.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1004.500 56.500 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION• INVERT SECT N RADIUS ANGLE ANG PT MAN H 1039.460 59.960 1 .013 .000 .000 .000 0 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1039.460 59.960 1 59.960 V M1 , M 0 FILE: 700214.WSw W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time: 1:12:41 TARR JOB NO 7002 STORM DRAIN LINE 4 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. ttttttttttttttttttt�ttttttt�sttttttttttttttttttttttttt. ttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt tttttttt I Invert I Depth I Water I Q I Vel Vel I Energyy 1 Super ICriticalIFl0W TOPIHeight /IBase wt1 INO wth station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth width width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope -I- I I -I- -1- I I -I- -I- SF Ave1 -I- HF -I- ISE DpthIFroude _I NINOrm -I- Dp -I- I "N" -I- I X -Fa111 ZR -I IType Ch tttttttttltttttttttlttttttttltttttttttltttttttttltttttttltttttttltttttttttltttttttltttttt�: �Ittttttttltttttttltutsttttlttttt Ittttttt 1000.000 56.060 .828 56.888 ,; 19.77 16.10 4.03 60.92 .00 1.60 1.97 2.000 .000 .00 1 .0 4.500 .0978 .0575 .26 .83 3.60 .72 .013 .00 .00 PIPE 1004.500 56.500 .843 57.343 19.77 15.71 3.83 61.17 .00 1.60 1.98 2.000 .000 .00 1 .0 -I- 6.202 -I- .0990 -I- -I- -I- -I- -I- .0524 -I- .32 -I- .84 -I- 3.47 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1010.702 57.114 .871 57.985 19.77 15.03 3.51 61.49 .00 1.60 1.98 2.000 .000 .00 1 .0 -I- 5.425 -I- .0990 -I- -I- -I- -I- -I- .0463 -I- .25 -I- .87 -I- 3.25 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1016.127 I 57.651 I I .904 58.555 I I 19.77 14.33 I 3.19 61.74 I .00 I 1.60 I 1:99 I I 2.000 I .000 .00 I 1 .0 -I- 4.407 -I- .0990 -I- -I- -I- -I- -I- .0407 -I .18 -' -I- .90 -I- 3.03 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1020.534 I 58.087 I I .937 59.024 I I 19.77 13.66 I 2.90 61.92 I .00 I 1.60 I 2.00 I I 2.000 I .000 .00 I 1 .0 3.601 .0990 .0358 .13 .94 2.83 .72 .013 .00 .00 PIPE 1024.135 I 58.443 I I .973 59.416 I I .19.77 13.03 I 2.64 62.05 I .00 I I 1.60 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 3.003 -I- .0990 -I- -I- -I- -I- -I- .0315 -I- .09 -I- .97 -I- 2.64 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1027.138 I 1 58.741 I 1.010 59.751 I I 19.77 12.42 I 2.40 62.15 I .00 I 1 1.60 2.00 I I 2.000 1 .000 .00 I 1 .0 -I- 2.511 -I- .0990 -I- -I- -I- -I- -I- .0277 -I- .07 -I- 1.01 -I- 2.45 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1029.649 I I 58.989 I 1.049 60.038 I I 19.77 11.84 I 2.18 62.22 I .00 I { 1.60 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 2.108 -I- .0990 I -I- -I- -I- -I- -I- .0245 -I- .05 -I- 1.05 -I- 2.28 -I- .72 -I- .013 -I- .00 .00 I- PIPE 1031.757 -I- I 59.198 I 1.090 60.288 I I 19.77 11.29 I 1.98 62.27 I .00 I I 1.60 1.99 I I 2.000 I .000 .00 I 1 .0 1.771 -I- .0990 -I- -I- -I- -I- -I- .0216 -I- .04 -I- 1.09 -I- 2.12 -I- .72 -I- .013 -I- .00 .00 1- PIPE M M. M FILE: 700214.wSw W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time: 1:12:41 TARR JOB NO 7002 STORM DRAIN LINE 4 PREPARED BY:J.CONTRERAS CHK BY:] SALUMBIDES JR. P.E. AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA�AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAArtAAAAAAAAAAAAA AAAAirAAA I Invert I Depth I water I Q I vel vel I Energyy 1 Supper ICriticallFloW ToplHeight /IBase wt1 INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch AAAAAAAAAIAirAAAAAAAIAAAAAAAAIAAAAAAAAAIAAAAAAAAAIAAAAAAAIAAAAAAAIAAAAAAAAAIAAAAAAAIAAAAAAAAIAAAAAAAAIAAAAAAAIAAAAAAAIAAAAA I I I I I I IAAAAAAA 1033.527 59.373 1.133 60.506 19.77 10.77 1.80 62.31 I .00 I 1.60 I 1.98 I I 2.000 I .000 .00 I 1 .0 -I- 1.485 -I- .0990 -I- -I- -I- -I- -I- .0191 -I- .03 -I- 1.13 -I- 1.97 -I- .72 -I- .013 -i- .00 .00 1- PIPE 1035.013 I 59.520 I 1.178 I 60.698 I I 19.77 10.27 I 1.64 62.33 I .00 I 1.60 I 1.97 I I 2.000 I .000 .00 I 1 .0 -I- 1.227 -I- .0990 -I- -I- -I- -I- -I- .0169 -I- .02 -I- 1.18 -I- 1.83 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1036.240 I 59.641 I I 1.226 60.867 I I 19.77 9.79 I 1.49 62.36 I .00 I 1.60 I 1.95 I I 2.000 I .000 .00 I 1 .0 1.003 .0990 .0149 .01 1.23 1.69 .72 .013 .00 .00 1- PIPE 1037.243 I I 59.741 I 1.277 61.018 I I 19.77 9.33 I 1.35 62.37 I .00 I 1.60 I 1.92 I I 2.000 1 .000 .00 I 1 .0 -I- .805 -I- .0990 -I- -I- -I- -I- -I- .0133 -I- .01 -I- 1.28 -I- 1.57 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1038.047 I I 59.820 ! 1.331 61.151 I ! 19.77 8.90 I 1.23 62.38 I .00 I ! 1.60 1.89 I I 2.000 I .000 .00 I 1 .0 -I- .617 -I- .0990 -I- -I- -I- -I- -I- .0118 -I- .01 -I- 1.33 -I- 1.45 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1038.664 I I 59.881 I 1.389 61.270 I I 19.77 8.48 I 1.12 62.39 I .00 I I 1.60 1.84 I I 2.000 I .000 .00 I 1 .0 .437 .0990 .0105 .00 1.39 1.33 .72 .013 .00 .00 1- PIPE 1039.101 I I 59,.924 I 1.452 61.377 I I 19.77 8.09 I 1.02 62.39 I .00 I I 1.60 1.78 I I 2.000 I .000 .00 I 1 .0 -I- .272 -I- .0990 -I- -I- -I- -I- -I- .0094 -I- .00 -I- 1.45 -I- 1.22 -I- .72 -I- .013 -I- .00 .00 1- PIPE 1039.373 I I 59.951 I 1.520 61.471 I I 19.77 7.71 I .92 62.40 I .00 I I 1.60 1.71 I I 2.000 I .000 .00 I 1 .0 .087 .0990 .0085 .00 1.52 1.11 .72 .013 .00 .00 PIPE 1039.460 I I 59.960 I 1.597 61.557 I I 19.77 7.35 I .84 62.40 I .00 I I 1.60 1.60 I I 2.000 I .000 .00 I 1 .0 m 0 000 000 0 . 000 .000 0 1 i ' T1 TARR JOB NO 7002 T2 STORM DRAIN LINE 5 T3 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P._E. —" So R 1000.000 56.060 1 1004.500 56.500 1 .013 57.700 ' R 1035.440 59.570 1 .013 SH 1035.440 59.570 1 59.570 CD 1 4 1 000 2.000 .000 .000 .000 .00 Q 14.440 .0 . 1 c c V f 0 000 000 0 . 000 .000 0 1 i FILE: 7OO215.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 2�L 2008 Time: 1:21:34 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(1O) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TARR JOB No 7002 HEADING LINE NO 2 IS - STORM DRAIN LINE 5 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.000 56.060 1 57.700 ELEMENT No 2 IS A-,REACH '�U /S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1004.500 56.500 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.440 59.570 1 .013 .000 .000 .000 0 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1035.440 59.570 1 59.570 FILE: 700215.wSw W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:. 1:21:35 TARR JOB NO 7002 STORM DRAIN LINE 5 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. :t:Y tt it f:�:4 it f::Y:Y Ye it f:: k:: it Yt it ir�:t ie fr fl at sY Yt:Yif: is 4:Y it it :Y'w':Y :t b:Y :}:t it i:bit:Yfi'ss7'.:�i::Yst'.r:Yd'k it b i(i:i::Ytt'si:kf:i:4:ki ( it ' krti::Y tt f:it:}ie:TS4:Yk ^if:irif Ye ir4i:f: �sY Yt fr f[:::: it'.rk'.t :: sY tt f:4 it is it i:'.: 'r :Y t':k i:h kie I invert I Depth I water I Q I vel vel I Energyy I Super IcriticallFloW ToplHeight /IBase wt1 INo wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch �t,rar ���r I ,t:t:t,rr::t *:tr: I �:r,rr :r *r:a I r:ar aaa:r�:r I t :r:rr.t:�,t:rt I trt :r�,rt fr I r,r�r:,r�:: I �n:tfr:trc,r:t I r��r :r:t:t 1 tr:t:+a::t;�i 1- .r,�r:�xrr,r I r: xt���: � I ,r,r,r� -:�:� I :�,rr:�� I f:•.:x:rf::t:r 1000.000 56.060 .694 56.754 14.44 14.91 3.45 60.21 .00 1.37 1.90 2.000 .000 .00 1 .0 4.500 .0978 .0587 .26 .69 3.69 .61 .013 .00 .00 PIPE 1004.500 I I 56.500 I .708 57.208 I I 14.44 14.50 I 3.27 60.48 I .00 I 1.37 I 1.91 I I 2.000 I .000 .00 I 1 .0 2.998 .0992 .0547 .16 .71 3.54 .61 .013 .00 .00 PIPE 1007.498 I I 56.797 I .720 57.518 I I 14.44 14.18 I 3.12 60.64 -1- I .00 I 1.37 I 1.92 I I 2.000 I .000 .00 I 1 .0 -I- 5.222 -I- .0992 -I- -I- -I- -I- -I- .0497 .26 -I- .72 -I- 3.43 -I- .61 -I- .013 -I- .00 .00 1- PIPE 1012.720 57.316 .745 58.061 14.44 13.52 2.84 60.90 .00 1.37 1.93 2.000 .000 .00 1 .0 -I- 4.148 -I- .0992 -I- -I- -I- -I- -I- .0436 -I- .18 -I- .75 -I- 3.21 -I- .61 -I- .013 -I- .00 .00 I- PIPE 1016.868 I I 57.727 I .772 58.499 I I 14.44 12.89 I 2.58 61.08 I .00 I 1.37 I 1.95 I I 2.000 I .000 .00 I 1 .0 -I- 3.385 -I- .0992 -I- -I- -I- -I- -I- .0382 -I- .13 -I- .77 -I- 2.99 -I- .61 -I- .013 -I- .00 .00 1- PIPE 1020.253 I I 58.063 I .800 58.863 I I 14.44 12.29 I 2.34 61.21 I .00 I 1.37 I 1.96 I I 2.000 I .000 .00 I 1 .0 -I- 2.804 -I- .0992 -I- -I- -I- -I- -I- .0335 -I- .09 -I- .80 -I- 2.80 -I- .61 -I- .013 -I- .00 .00 1- PIPE 1023.057 58.341 .829 59.170 14.44 11.72 2.13 61.30 .00 1.37 1.97 2.000 .000 .00 1 .0 2.333 .0992 .0295 .07 .83 2.61 .61 .013 .00 .00 PIPE 1025.390 I I 58.573 I .860 59.433 I I 14.44 11.17 I 1.94 61.37 I .00 I I 1.37 1.98 I I 2.000 I .000 .00 I 1 .0 1.966 .0992 .0259 .05 .86 2.44 .61 .013 .00 .00 PIPE 1027.356 I I 58.768 I .892 59.660 I I 14.44 10.65 I 1.76 61.42 I .00 I I 1.37 1.99 f I 2.000 I .000 .00 I 1 .0 1.663 .0992 .0227 .04 .89 2.27 .61 .013 .00 .00 1- PIPE I a FILE: 700215.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package.Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time: 1:21:35 TARR JOB NO 7002 STORM DRAIN LINE 5 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. :Yi::7 it f: is it it Yt ir:tir:4:Y ie i::4 eY St it it ie:Y Yr it itie:t:}tr$ir it:S:}Yti:fr it it it YtAie irfi eY:4 fe sYi ri ft A•it'k ie it it ir:}:Y k �ittr b'•t4i:�i:*it4:YA�ir QYr it it ie'k ie�:Y iri•k it it Yt 4 i(i[ir �S tt:t sY i:it'.t�i: is ': i:'.iis :Y :t is ie kft �•:t'.r it kt. t:'.r it :4Rk I Invert I Depth.l water I Q I vel Vel I Energyy 1 Supper ICriticallFlOw ToplHeight /IBase Wtl INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope -I- I I -I- I -I- I -I- -I- SF Avel -I- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fa11I ZR -I IType Ch *n+rs.r.axsr�, I ���,rr ca:tx 1 I I ��r� *�:��� I I *����r��frr I I :�a�:rstt:�:ttr l I :r,�,r:r:�:r� I �r.fr��:rx 1,r,r,r�•r:x +A +1 �r:•x�n�.� I a�:r•z�a��• I �•�a���.. x I aa�txat: 1 �•:��- ::r�:� 1 a:r��:: I ��a:rr:�A 1029.019 58.933 .925 59.858 14.44 10.16 I 1.60 61.46 I .00 I 1.37 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- 1.396 -I- .0992 -I- -I- -I- -I- -I- .0200 -I- .03 -I- .93 -I- 2.12 -I- .61 -1- .013 -I- .00 .00 1- PIPE 1030.415 I 59.071 I .960 I 60.032 I 14.44 9.68 I 1.46 61.49 I .00 I I 1.37 2.00 I 2.000 I I .000 .00 I 1 .0 -I- 1.181 -I- .0992 -I- -I- -I- -I- -I- .0176 -I- .02 -I- .96 -I- 1.98 -I- .61 -I- .013 -I- .00 .00 1- PIPE 1031.596 I I 59.189 I .996 I 60.185 I 14.44 9.23 I 1.32 61.51 I .00 I I 1.37 2.00 I 2.000 I I .000 .00 I 1 .0 -I- .983 -I- .0992 I -I- -I- -I- -1- -I- .0155 -I- .02 -I- 1.00 -I- 1.84 -I- .61 -I- .013 -I- .00 .00 I- PIPE 1032.579 I 59.286 I 1.034 I 60.320 I 14.44 8.80 d 1.20 61.52 I .00 I I 1.37 2.00 I 2.000 I I .000 .00 I 1 .0 .811 .0992. .0137 .01 1.03 1.71 .61 .013 .00 00 PIPE 1033.390 59.367 1.074 60.441 14.44 8.39 1.09 61.53 .00 1.37 1.99 2.000 I .000 .00 1 .0 -I- .648 -I- .0992 -I- -I- -I- -I- -I- .0120 -I- .01 -I- 1.07 -I- 1.59 -I- .61 -I- .013 -I- .00 .00 I- PIPE 1034.038 59.431 1.117 60.548 14.44 8.00 .99 61.54 .00 1.37 .1.99 2.000 .000 .00 1 .0 .524 .0992 .0106 .01 1.12 1.48 .61 .013 .00 .00 PIPE 1034.562 I I 59.483 I 1.161 I 60.644 I 14.44 7.63 I .90 61.55 I .00 I I 1.37 1.97 I I 2.000 I .000 .00 I 1 .0 -I- .392 -I- .0992 1 I -I- I -I- -I- -I- -I- .0094 -I- .00 -I- 1.16 -I- 1.37 -I- .61 -I- .013 -I- .00 .00 I- PIPE 1034.953 59.522 1.208 I 60.730 1 14.44 7.28 I .82 61.55 I .00 I I 1.37 1.96 I I 2.000 I .000 .00 I 1 .0 .272 .0992 .0083 .00 1.21 1.27 .61 .013 .00 .00 PIPE 1035.225 -I- 59.549 1.258 -I- 60.807 14.44 6.94• .75 I 61.55 .00 1.37 1.93 2.000 .000 .00 1 .0 .162 -I- .0992 -I- -I- -I- -I- .0074 -I- .00 -I- 1.26 -i- 1.18 -I- .61 -I- .013 -I- .00 .00 1- PIPE FILE: 700215.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time: 1:21:35 TARR JOB NO 7002 STORM DRAIN LINE 5 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. kkkkkkkrtrtrtrtkkkkrtrtrtkkkkkrtkrtrtkkkkrtrtrtrtrtkkkkrtkrtrtrtkkkkkkrtkkkkkkkkkrtrtrtrtkkkkkkkkkrtkkkkkkrtkrtkrtkkkkkrtrtrtkkkkkkkkrtkkkkkrtrtrtrtkkkkkrtrtrtirk kt. '.:kkkkrt I invert I Depth I water I Q I vel Vel I Energyy 1 SupPer ICriticallFlow ToplHeight /lBase Wt1 INO wth Station I Elev I (FT) 1 Elev 1 (CFS) I (FPS) Head I Grd.EI.I Elev I Depth I width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem Ich Slope I' I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch rtkrtkkkkkrtlrtkkkkkkkklirkkkrtrtrtklkirkrtrtrtrtkklkkkkkrtkrtklkkkkkrtrtlkkkkkrtrtlkkkkkkkkklrtkkkkkklrtrtrtkkkkklkrtrtkkkkklkrtkkkk '.rlrtrtrtkkkklrtkkkk lrtkkkrtrtk 1035.388 59.565 1.311 60.876 14.44 6.61 .68 ` 61.56 .00 1.37. 1.90 2.000 .000 .00 I 1 .0 .052 .0992 .0066 .00 1.31 3.09 .61 .013 .00 .00 PIPE 1035.440 59.570 1.369 60.939 14.44 6.30 .62 61.56 .00 1.37, 1.86 2.000 .000 .00 1 .0 ' r a Storm Drain Pipe Flow Hydraulics Phase 4 100 yr Storm • ' PARDUE, CORNWELL AND ASSOCIATES, INC. CORPORATE OFFICE ' 1 51 KALMUH DR. BLDG M-2 COSTA MESA, CA 92626 (71 4) 241-3400 FAX (71 4) 241-3432 III. PAGE 1 OF 2 ti COACHELLA VALLEY 74 -040 EL PASEO SUITE C 1 PALM DESERT, CA 92260 (7601 250 -063B FAX (760) 779-0673 i T1 TARR JOB N0 7002 0 T2 STORM DRAIN LINE 110 T3 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. So 1000.000 57.050 1 57.05 R 1014.950 58.170 1 .013 .000 .000 0 R 1083.400 63.330 1 .013 .000 .000 0 SH 1083.400 63.330 1 63.330 CD 1 4 1 .000 1.000 .000 .000 .000 .00 Q 1.170 .0 1 A 1 , 1 .. 1 F 1 FILE: 70021110.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 2 -2008 Time:11:57:14 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP ' CD 1 4 1 1.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TARR JOB NO 7002 HEADING LINE NO 2 IS - STORM DRAIN LINE 110 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.000 57.050 1 57.050 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H r 1014.950 58.170 1 .013 .000 .000 .000 0 ELEMENT NO 3 ISrA REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1083.400 63.330 1 .013 .000 .000 .000 0 ELEMENT NO 4 IS A SYSTEM HEADWORKS j U/S DATA STATION INVERT SECT W S ELEV r 1083.400 63.330 1 63.330 F 1 FILE: 70021110.WSw W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:57:15 TARR JOB NO 7002 STORM DRAIN LINE 110 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. ReY Y a4 T it iri k tir i.`iti bi(i(fe it sY ie st#Y it at Yr4 it eY :4i ie it iti 'wi 'w i4 #i it fe3Aek fr ir'.r'X it if st �it� sir it sY Oir:(t4kkte st ittA�'.:4 :h :t irAi'k k'X ie Y iti at it Y s;•'.f:k eY it it irrt iie :Y t at i'.:: ie isi kdY'.e it is st k'e :r': :r ir'.ie fe te'.r if'k I invert I Depth I water I Q I Vel vel I Energy 1 S ICriticallFlOW ToplHeight /IBase wtl INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Nev E I Depth I width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NlNorm DP I "N" I X -Fall) ZR IType Ch �r *,�r.•,r,rt*,t 1 a�s�,r�r�,r� 1 �r ��aa•,r�r 1 0���•,rr �r a I a�t,r�+rr:�•+ 1 ,rr�,r� a� I �:��e,rx I ,r,raa����* I ����� +� I �r�fr��A:r 1 ,t t,tar,r:r x I ,r,r� *ri *ri 1,ra�x•�r,�,r I ar: t :�:r I :r:�a� xs: 1000.000 1 I 57.050 I .234 I 57.284 I 1.17 8.38 I 1.09 58.37 I .00 I .46 1 .85 1 1.000 I I .000 .00 1 1 .0 1.364 .0749 .0750 .10 .23 3.63 .23 .013 .00 .00 PIPE 1001.364 I I 57.152 I .234 I 57.386 I 1.17 8.38 I 1.09 58.48 I .00 I .46 I .85 I 1.000 I I .000 .00 I 1 .0 13.586 .0749 .0752 1.02 .23 3.63 .23 .013 .00 .00 PIPE 1014.950 1 .1, 58.170 1 .234 1 58.404 1 1.17 8.39 1 1.09 59.50 1 .00 1 .46 I .85 d 1.000 .000 .00 1 .0 -I- 17.762 -I- .0754 -I- -I- -I- -I- -I- .0754 -f- 1.34 -I- .23 -I- 3.64 -I- .23 I -I- .013 -I- .00 .00 1- PIPE 1032.712 I I 59.509 I .234 I ' 59.742 I 1.17 8.39 I 1.09 60.84 I .00 I .46 I .85 I 1.000 I I .000 .00 I 1 .0 -I- 18.049 -I- .0754 -I- -I- -I- -I- -I- .0745 -1- 1.34 -I- .23 -I- 3.64 -I- .23 -I- .013 -I- .00 .00 1- PIPE I I I I I I I I li I I I I 1050.761 60.870 .234 61.104 1.17 8.33 1.08 62.18 .00 .46 .85 1.000 .000 .00 1 .0 14.031 .0754 I .0690 .97 .23 3.60 .23 .013 .00 .00 I- PIPE 1064.792 I I 61.927 .242 I 62.169 I 1.17 7.94 I .98 63.15 I .00 I .46 I .86 I I 1.000 I .000 .00 I 1 .0 5.328 .0754 .0604 .32 .24 3.37 .23 .013 .00 .00 PIPE 1070.120 I I 62.329 I .251 I 62.580 I 1.17 7.57 I .89 63.47 I .00 I .46 I .87 I I 1.000 I .000 .00 I 1 .0 -I- 3.229 -I- .0754 -I- -I- -I- -I- -I- .0528 -I- .17 -I- .25 -I- 3.16 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1073.349 62.572 .259 62.831 1.17 7.22 .81 63.64 .00 .46 .88 1.000 .000 .00 1 .0 -I- 2.208 -I- .0754 -I- -I- -I- -I- -I- .0462 -I- .10 -I- .26 -I- 2.96 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1075.557 62.739 :2 68 63.007 1.17 6.88 .74 63.74 .00 .46 .89 1.000 I .000 .00 1 .0 -I- 1.626 -I- .0754 -I- -I- -I- -I- -I- .0404 -I- .07 -I- .27 -I- 2.77 -I- .23 -I- .013 -I- .00 .00 1- PIPE FILE: 70021110.wsw W S P G W- CIVILDESIGN version 14.01 PAGE 2 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:57:15 TARR JOB NO 7002 STORM DRAIN LINE 110 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. ' it tr st irAAirtr4' k4O' k fr ir:: bir ir'wir'k�4ir40h'k it Yr Yr it irA�ir Yr it Yr fr it it it ir'k st4Afr aY A'.rkASt it it it Y ie Yr:t'k tr it it �i'.r it fro tir,i it Y:'ri: it it i:i at�ir': it it it it it tYr ��s ir'.: iri Xtt it 4ir Yr�te sY st�ir'X :Y'x ir'k i"XYr'k it ir'.:'k'k'.r it it ' I invert I Depth,[ water I Q I vel vel I Energyy 1 Super IcriticallFloW TOplHeight /IBase wtl INO wth ' Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I -1- Grd.El.I Elev I Depth I width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I -I- -I- I I -I- SF Avel -I- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I IType Ch ,r,rrrtr *traa,r I z�xt,ra�aa 1 tree e�arra I e�rrt,rsr *,t,r I :trr,r,xsrsr,txrr I,r,rt i,t�rtr I,rt �rx,r�,r 1,r�t.,r,ra,r�,r I ,txtr�,r� x 1,t����:+rr 1- arrzt:tr,r,r I :rrrrrtr,r,rt I rrrrtrx�ar I i ir�:rr,r I,r..:r:r,rrr:t 1077.182 62.861 .278 63.139 1.17 6.56 .67 63.81 .00 .46 .90 1.000 .000 .00 1 .0 -I- 1.294 -I- .0754 -I- -I- -I- -I- -I- .0354 -I- .05 -I- .28 -I- 2.59 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1078.476 I I 62.959 I .287 63.246 I I 1.17 6.26 I .61. 63.85 I .00 I .46 I 90 I I 1.000 I .000 .00 1 .0 1.018 .0754 .0309 .03 .29 2.42 .23 .013 .00 .00 PIPE 1079.494 I I 63.036 I .297 63.333 I I 1.17 5.96 I '.55 63.89 I .00 I .46 I .91 I I 1.000 I .000 .00 1 .0 -I- .812 -I- .0754 -I- -I- -I- -I- -I- .0271 -I- .02 -I- .30 -I- 2.27 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1080.306 I I 63.097 I .308 63.405 I I 1.17 5.69 I .50 63.91 I .00 I .46 I .92 I I 1.000 I .000 .00 I 1 .0 -I- .671 -I- .0754 -I- -I- -I- -I- -I- .0238 -I- .02 -I- .31 -I- 2.12 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1080.978 -I- I I 63.147 I .319 63.466 I I 1.17 5.42 I .46 63.92 1 .00 I .46 1 .93 I { 1.000 I .000 .00 I 1 .0 .559 -I- .0754 -I- -I- -I- -I- -I- .0208 -I- .01 -I- .32 -I- 1.99 -I- .23 -I- .013 -I- .00 .00 I- PIPE 1081.536 I I 63.190 I .330 63.520 I I 1.17 5.17 I .42 63.93 I .00 I I .46 .94 . I I 1.000 I .000 .00 I 1 .0 .468 .0754 .0182 .01 .33 1.86 .23 .013 .00 .00 PIPE I 1082.004 I 63.225 I .341 63.566 I I 1.17 4.93 I .38 63.94 I .00 I .46 I .95 I 1.000 I I .000 .00 I 1 .0 -I- .358 -I- .0754 -I- -I- -I- -I- -I- .0160 -I- .01 -I- .34 -I- 1.74 -I- .23 -I- .013 -I- .00 .00 1- PIPE I 1082.362 I 63.252 I .354 63.606 I I 1.17 4.70 I .34 63.95 I .00 I I .46 .96 I I 1.000 I .000 .00 I 1 .0 .313 .0754 .0140 .00 .35 1.62 .23 .013 .00 .00 1- PIPE I 1082.675 -I- I 63.275 I .366 63.641 -I- I I 1.17 4.48 I .31 63.95 I .00 I I .46 .96 I I 1.000 I .000 .00 I 1 .0 .243 -I- .0754 -I- -I- -I- -I- .0123 -I- .00 -I- .37 -I- 1.52 -I- .23 -I- .013 -I- .00 .00 1- PIPE FILE: 70021110.WSW W s P G W- CIVILDESIGN version 14.01 PAGE 3 Program Package serial Number: 1297 WATER.- SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:57:15 TARR JOB NO 7002 STORM DRAIN LINE 110 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. it it iri Air it iri A�'.t 4 ie ik A•ir A•k it ie sY it it it Ye it sY tei it fe• k Ye ir'k 4ir it it ie AYr to ie irfi it fe Y i(ir i7 ierti hi ie it it ie tr ie iY irR it ie iri Yr ie 4 it d•k is tr4 it ie `•k �i k:t'k tri ief(Y'k'k Yr :Y eY fr i%ie'k it irrt �'r �iri stb's dti`:}i 'r'k ie it t'.('k is ir'. I Invert I Depth I water I Q I Vel Vel I Energy I SuFPer ICriticallFloW ToplHeight /IBase Wt1 INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I EIeV I Depth I width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch �,t,tatrt:a�� I aa��,t,r��� I :�� *taa• *� I r ,raa�rr+rxr. I �r :ra,ttrt.,t•n I �,rr�r�•x,r I ,rr::rasr�a I �:,r�r,rrr�r�r I ,r,rsrur �� 1,r�•n��•n�,r I s:�,r,r�t,r � I �•n *,rt,r� I r ���••n� � I ,+�•��� I �- ,r::�:�� 1082.918 I 63.294 I I .379 63.673 I I 1.17 4.27 I .28 I 63.96 .00 I .46 I .97 I I 1.000 I .000 .00 I .1 .0 -I- .182 -I- .0754 -I- -1- -I- -I- -I- .0108 -I- .00 -I- .38 -I- 1.42 -I- .23 -I- .013 -I- .00 .00 I- PIPE 1083.100 I 63.307 I I .393 63.700 I I 1.17 4.07 I .26 I 63.96 .00 I .46 I .98 I I 1.000 I .000 .00 I 1 .0 -I- .143 -I- .0754 I -I- -I- -I- -I- -I- .0094 -I- .00 -I- .39 -I- 1.32 -I- .23 -I- .013 -I- .00 .00 I- PIPE 1083.243 I 63.318 I .407 63.725 I I 1.17 3.88 I .23 I 63.96 .00 I .46 I .98 I I 1.000 I .000 .00 I 1 .0 .094 .0754 .0083 .00 .41 1.24 .23 .013 .00 .00 I- PIPE 1083.337 I I 63.325 I .422 63.747 I I 1.17 3.70 I .21 I 63.96 .00 I I .46 .99 I I 1.000 I .000 .00 I 1 .0 -I- .049 -I- .0754 -I- -I- -I- -I- -I- .0073 -I- .00 -I- .42 -I- 1.15 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1083.386 -I- 63.329 .438 63.767 1.17 3.53 .19 63.96 .00 .46 .99 1.000 .000 .00 1 .0 .014 -I- .0754 -I- -I- -I- -I- -I- .0064 -I- .00 -I- .44 -I- 1.08 -I- .23 -I- .013 -I- .00 .00 I- PIPE 1083.400 -I- 63.330 -I- .456 -I- 63.786 -I- 1.17 -I- 3.36 -I- .18 -I- 63.96 -I- .00 -I- .46 -I- 1.00 -I- 1.000 -I- .000 -I- .00 1 .0 I- r C e 0 000 .000 0 J t, . 1 T1 TARR JOB NO 7002 T2 STORM DRAIN LINE 310 t T3 SO PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. 1000.000 62.520 1 P.E. 62.52 R 1007.270 63.250 1 .013 SH 1007.270 63.250 1 63.250 CD 1 4 1 .000 1.000 .000 .000 .000 .00 Q 3.850 .0 .1 r 1 . 1 1 ' t 0 000 .000 0 J t, . 7 J FILE: 70021310.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 2 -2008 Time:11:47:17 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - / TARR JOB NO 7002 HEADING LINE NO 2 IS - STORM DRAIN LINE 310 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E.t W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT. SECT W S ELEV 1000.000 62.520 1 62.520 ELEMENT NO 2 IS A REACH * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1007.270 63.250 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1007.270 63.250 1 63.250 7 J m w mom m m m FILE: 70021310.wsw W S P G W- CIVILDESIGN version 14.01 PAGE 1 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:47:18 TARR JOB NO 7002 STORM DRAIN LINE 310 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. ttr, rfrt, r��+ ra�a, r, ���t„ r*, r, rxxaa�, r��r, rt��aa�a��, r�rsrth, rnxx, r��arrra�: r, r, r�tr��, r�a�, r: rs r. �������r��, r, r�: t�rr� :t�r�x,rr.:r�:r�,r:+:��r,t Invert I Depth I water I Q I vel vel I Energy Supper ICriticallFlOw ToplHeight /IBase wti INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I .1 Grd.El.I Elev I Depth I width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I _I- I -I- -I- I I -I- -1- SF Ave] -1 HF -I- ISE DpthlFroude -1- -1- NINOrm Dp -1- I „N„ I -1- X -Fall) ZR -1 IType Ch I I I I I I 1000.000 62.520 .526 63.046 3.85 9.19 1.31 64.36 I .00 I .83 I 1.00 I I 1.000 I 000 .00 I 1 .0 -I- 1.152 -I- .1004 -I- -1- -I- -I- -I- .0376 -I- .04 -I- .53 2.50 -1- 71- .40 -1- .013 -1- .00 .00 1- PIPE 1001.152 I I 62.636 I .541 I 63.177 I 3.85 8.87 I 1.22 64.40 I .00 I .83 I 1.00 I I 1.000 I .000 .00 I 1 .0 -I- 1.351 -I- .1004 -I- -I- -I- -I- -I- .0337 -I- .05 -I- .54 2.37 -I- -I- .40 -I- .013 -I- .00 .00 1- PIPE 1002.502 -I- I I 62.771 I .562 I 63.333 I 3.85 8.46 I 1.11 64.44 I .00 I .83 I .99 I I 1.000 I .000 .00 I 1 .0 1.104 -I- .1004 -I- -I- -I- -I- -I- .0298 -I- .03 -I- .56 2.20 -I- -I- .40 -I- .013 -I- .00 .00 1- PIPE 1003.606 I I 62.882 I .585 I 63.467 I 3.85 8.06 I 1.01 64.48 I .00 I .83 I .99 I I 1.000 I .000 .00 I 1 .0 .929 .1004 .0263 .02 .59 2.04 .40 .013 .00 .00 PIPE 1004.535 I I 62.975 I .608 I 63.583 I 3.85 7.69 I .92 64.50 I .00 I .83 I .98 I 1.000 I I .000 .00 I 1 .0 . .745 .1004 .0233 .02 .61 1.89 .40 .013 .00 .00 PIPE 1005.281 I I 63.050 I .634 I 63.684 I 3.85 7.33 I .83 64.52 I .00 I .83 I .96 I I 1.000 I .000 .00 I 1 .0 -I- .626 -I- .1004 -I- -I- -I- -I- -I- .0207 -I- .01 -I- .63 1.75 -I- -I- .40 -I- .013 -I- .00 .00 1- PIPE 1005.906 I I 63.113 I .660 I 63.773 I 3.85 6.99 I .76 64.53 I .00 I .83 I .95 I I 1.000 I .000 .00 I 1 .0 -I- .487 -I- .1004 I -I- -I- -I- -I- -I- .0184 -I- .01 -I- .66 1.62 -I- -I- .40 -I- .013 -I- .00 .00 1- PIPE 1006.393 I 63.162 I .689 I 63.851 I 3.85 6.66 I .69 64.54 I I .00 .83 I .93 I I 1.000 I .000 .00 I 1 .0 .377 .1004 .0164 .01 .69 1.49 .40 .013 .00 .00 PIPE 1006.771 I I 63.200 I .720 I 63.920 I . 3.85 6.35 I .63 64.55 I I .00 .83 I .90 I I 1.000 I .000 .00 I 1 .0 -I- .268 -I- .1004 -I- -I- -I- -I- -I- .0147 -I- .00 -I- .72 1.36 -I- -I- .40 -I- .013 -I- .00 .00 1- PIPE r r r FILE: 70021310.wSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 2 -2008 Time:11:47 :18 TARR JOB NO 7002 STORM DRAIN LINE 310 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR.jP.E. Invert I Depth I water I Q I Vel Vel I Energy. I Supper ICritic`al'IFl "ow TOp)Height /!Base WtI INO Wth Station I Elev I (FT) I Elev l (CFS) I (FPS) Head I Grd.EI.I Elev I Depth I width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch I I I I I I I I I I I I I 1007.039 63.227 .754 63.981 3.85 6.06 .57 64.55 .00 .83 .86 1.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- .170 .1004 .0132 ,.00 .75 1.24 .40 .013 .00 .00 PIPE I I I I i I I I I I I I I 1007.209 63.244 .791 64.035 3.85 5.78 .52 64.55 .00 .83 .81 1.000 .000 .00 1 .0 .061 .1004 .0119 .00 .79 1.12 .40 .013 00 .00 PIPE I I I I I l t I I I I I I 1007.270 63.250' .834 64.084 3.85 5.50 .47 64.55 .00 .83 .74 1.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- r 0 000 .000 0 000 .000 0 ' T1 TARR JOB NO 7002 T2 STORM DRAIN LINE 410 T3 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. SO 1000.000 56.060 1 52.80 ' R 1004.500 56.500 1 .013 R 1039.460 59.960 1 .013 SH 1039.460 59.960 1 59.960 CD 1 4, 1 .000 2.000 .000 .000 .000 .00 Q 11.670 .0 0 000 .000 0 000 .000 0 j i i i j MOW M M M M M M ,M MIM r M M FILE: 70021410.WSW W S P G W - EDIT LISTING - Version 14.01 rt Date: 4 -,4 -2008 Time: 9:43:53 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP ' CD 1 4' 1 2.000 - W S P G W PAGE NO 1 WATER'SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TARR JOB NO 7002 HEADING LINE NO 2 Is - STORM DRAIN LINE 410 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. " W S P G W PAGE NO 2 WATER-SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.000 56.060 1 52.800 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1004.500 56.500 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1039.460 59.960 1 .013 .000 .000 .000 0 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1039.460 59.960 1 59.960 9 FILE: 70021410.WSW W S P G W- CIVILDESIGN version 14.01 PAGE 1 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 4 -2008 Time: 9:43:54 TARR JOB NO 7002 STORM DRAIN LINE 410 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. a•, r�:* �*, r�• a• a•, r�r�a�a• �• a• ���a��, rs• �a�s: ��• r.• a•• ��, rn�, rr: r: r: �• nr:, r�, ra•, rs ra• �a* �, rr: �• a• r���, rr:, r, r�• sr-•: rnr. er:: ra+ r•x�r�;:•a�a•�•�a��:r.•��••�r:• gar: �: r: n• n •�r „r�:,r,rx•.r� *r:,r:r�:rx,rr: �::r:xx,r�x I Invert I Depth I water I Q I Vel Vel I Energy Super ICriticallFlow ToplHeight /IBase Wtl ]NO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I .1 Grd.EI.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch tt: ax: tfrtr, tr, I�• ex, tt: ��, tt: Ia•, t ,r•xr,t,rtrl�•,ray,t,t��,rl�s:, rat: a• aa• a• 1, rs. �: t: rta• I I Irrttrt�: t, rl, rtr�: t:, t, t�, rr: 1, r, r• nt��, r1��+ r�r, rx�• �1rt�t: ��:: r .�1,t��xa•a:I�•�x�r�r�IA:ra:�� Ir.•x�,tt�r.• 1000.000 1 I 56.060 1 .601 .56.661 11.67 14.69 I 3.35 60.01 I .00 1 1 •1.23 1.83 I I 2.000 I .000 .00 1 1 .0 -I- 4.500 -1- .0978 -I- -I- -I- -1- -I- .0669 -I- .30 -I- .60 -I- 3.93 -1- .55 -I- .013 -I- .00 .00 1- PIPE 1004.500 I I 56.500 I .611 57.111 I I 11.67 14.36 I 3.20 60.31 I .00 I I 1.23 1.84 I I 2.000 I .000 .00 I 1 .0 -I- .567 -I- .0990 -I- -I- -I- -I- -I- .0644 -I- .04 -I- .61 -I- 3.81 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1005.067 I I 56.556. I .612 57.168 I I 11.67 14.30 I 3.18 60.35 I .00 I I 1.23 1.84 I I 2.000 I .000 .00 I 1 .0 6.854 .0990 .0600 .41 61 ( 3.79 .55 .013 .00 .00 PIPE 1011.921 -1- 57.234 .634 57.869 11.67 13.64 2.89 60.76 .00 1.23 1.86 2.000 .000 .00 1 .0 5.187 -I- .0990 -I- -I- -I- -I- -I- .0526 -I- .27 -I- .63 -I- 3.54 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1017.108 I I 57.748 I .656 58.404 I I 11.67 13.00 I 2.63 61.03 I .00 I I 1.23 1.88 I I 2.000 I .000 .00 I 1 .0 -I- 4.077 -I- .0990 -I- -I- -I- -I- -I- .0461 -I- .19 -I- .66 -I- 3.32 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1021.184 I I 58.151 I .679 58.830 I I 11.67 12.40 I 2.39 61.22 I .00 I I 1.23 1.89 I I 2.000 I .000 .00 I 1 .0 -I- 3.292 -I- .0990 -I- -I- -I- -I- -I- .0403 -I- .13 -I- .68 -I- 3.10 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1024.477 I I 58.477 I .703 59.180 I I 11.67 11.82 I 2.17 '61.35 I .00 I I 1.23 1.91 I I 2.000 I .000 .00 I 1 .0 -I- 2.708 • -I- .0990 I -I- -I- -I- -I- -I- .0354 -I- .10 -I- .70 -I- 2.90 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1027.185 I 58.745 I .728 59.473 I I 11.67 -1- 11.27 I 1.97 61.45 I .00 I I 1.23 1.92 I I 2.000 I .000 .00 I' 1 .0 -I- 2.242 -I- .0990 -I- -I- 71- -1- .0310 -1- .07 -1- .73 -. -1- 2.71 -1- .55 -1- .013 -1- .00 .00 1- PIPE 1029.427 I I 58.967 I .755 59.722 I I 11.67 10.75 I 1.79 61.52 I .00 I I 1.23 1.94 I I 2.000 I .000 .00 I 1 .0 -I- 1.896 -I- .0990 -I- -I- -I- -I- -I- .0272 -I- .05 -I- .76 -I- 2.53 -I- 55 -I- .013 -I- .00 .00 1- PIPE r� a. �r �r r r r� -..r r r, r �■r �r r r r r �r J FILE: 70021410.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 4 -2008 Time: 9:43:54 TARR JOB NO 7002 STORM DRAIN LINE 410 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. kkkkkkkkkkkkkkkkkkkkkkkkk�kkkkkkkkkkkkkkk# kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk ::::kk;:kkkkkk?:kte': ir's e`A:Y if it it ak it :Y to is i(irk it kieri :: ak st Y Invert I Depth I Water I Q I Vel Vel I Energyy I Supper ICriticallFlOW ToplHeight /IBase wtl INO Wth Station I Elev I (FT) I EleV I (CFS) I (FPS) Head I Grd.El.I EIeV I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I -I- -I- I I -I- -I- SF Avel HF -I- -I- ISE DpthlFroude -I- NINOrm -I- Dp -I- I "N" I -I- X -Fall) ZR -1 IType Ch kkkkkkkkklkirkkkkkkklkkkkkkkklkkkkkkkkklkkkkkkkkklkkkkkkklkkkkkkklkkkkkkkkklkkkkkkklkkkkkkkklkkkkkkkklkkkkkkklkkkkk kklkkkkk Ikkkkkkk 1031.323 I { 59.155 I .782 59.937 I I 11.67 10.25 I 1.63 61.57 I .00 { 1.23 I 1.95 I I 2.000 I .000 .00 { 1 .0 -I- 1.601 -I- .0990 -I- -I- -I- -I- -I- .0239 .04 -I- -I- .78 -I- 2.36 -I- .55 -I- .013 -I- .00 .00 I- PIPE 1032.924 i I 59.313 I .810 60.123 I I 11.67 9.77 1 1.48 61.61 f .00 I 1.23 I 1.96 I I 2.000 I .000 .00 I 1 .0 1.343 .0990 .0210 .03 .81 2.21 .55 .013 .00 .00 PIPE 1034.267 I I 59.446 I .840 60.286 I I 11.67 9.32 I 1.35 61.63 I .00 I 1.23 I 1.97 I I 2.000 I .000 .00 I 1 .0 -I- 1.136 -I- .0990 -I- -I- -I- -I- -I- .0184 .02 -I- -I- .84 -I- 2.06 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1035.402 I I 59.558; I .871 60.430 I I 11.67 8.88- I 1.22 61.65 I .00 I 1.23 I 1.98 I I 2.000 I .000 .00 I 1 .0 -I .958 - -1- .0990 - I - - I - -I- - I - . - I .0162 - .02 - I - - .87 I - - 1.92 I - - .55 I - - I .013 - - I .00 - .00 1- PIPE 1036.361 I I 59.653 I .903 60.556 I I 11.67 8.47 I 1.11 61.67 I .00 I 1.23 I 1.99 I I 2.000 I .000 .00 I 1 .0 -I- .793 -I- .0990 -I- -I- -I- -I- -I- .0142 .01. -I- -I- .90 -I- 1.79 -I- .55 -I- .013 -I- .00 .00 I- PIPE 1037.154 59.732 .937 60.669 11.67 8.07 1.01 61.68 .00 1.23 2.00 2.000 .000 .00 1 .0 -I- .660 -I- .0990 -I- -I- -I- -I- -I- .0125 .01 -I- -I- .94 -I- 1.67 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1037.814 59.797 .972 60.769 11.67 7.70 .92 61.69 .00 1.23 2.00 2.000 .000 .00 1 .0 -I- .531 -I- .0990 -I- -I- -I- -I- -I- .0110 .01 -I- -I- .97 -I- 1.56 -I- .55 -I- .013 -I- .00 .00 I- PIPE 1038.344 I I 59.850 I 1.009 60.859 I I 11.67 7.34 I .84 61.70 I .00 I I 1.23 2.00 I I 2.000 I .000 .00 I 1 .0 -I- .415 -I- .0990 -I- -I- -I- -I- -I- .0097 00 -I- -I- 1.01 -I- 1.45 -I- .55 -I- .013 -I- .00 .00 1- PIPE 1038.760 I I 59.891 I 1.048 60.939 I I 11.67 7.00 I .76 61.70 I .00 I I 1.23 2.00 I I 2.000 I .000 .00 I 1 .0 311 .0990 .0085 .00 1.05 1.35 .55 .013 .00 .00 PIPE FILE: 70021410.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 4 -2008 Time: 9:43:54 TARR JOB NO 7002 STORM DRAIN LINE 410 PREPARED BY:] CONTRERAS CHK BY:J.SALUMBIDES JR. P.E.• n,rt�,r, ran, tote, trarrr, r�, r���r*, rt�, ra�*, t�* c�rr++ ��a, r��srctra�r. a�t��ra�rr: rt: a: , t��r. r: r: rr„ t, r, r�• r, r, r, tt, rxx: ���, tt,: :: �rtr, r�, rtr.• �r�, r, ra��+rt�,ra:::� +,ri:r�«•,�s thr:t�tr::�r I Invert I Depth I water I Q I vel Vel I Energyy•I Super ICriticallFloW TOplHeight /IBase Wt1 INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.EI.I Elev I Depth I width IDia. -FTIor I.D.1 ZL IPrs /Pip -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch aaannnaaalaannaannnlaaaananalaannannaalaannnnaaalananaaalanannaalannnnaaanlnnaaaaalnnnaaannlaaaanaaalaanaaaalanaaK :aalnaa'.ea laaaanaa I I I I I I I I I I I I I 1039.071 59.921 1.089 61.011 11.67 6.67 .69 61.70 .00 1.23 1.99 2.000 .000 .00 1 .0 .217 .0990 .0075 .00 1.09 1.26 .55 .013 .00 .00 PIPE I I I I I I I I I I I I I 1039.288 59.943 1.132 61.075 11.67 6.36 .63 61.70 .00 1.23 1.98 2.000 .000 .00 1 '.0 .132 .0990 .0067 .00 1.13 1.17 .55 .013 .00 .00 PIPE 1039.420 59.956 1.177 61:133 11.67 6.07 .57 61.70 .00 1.23 1.97 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- .040 .0990 .0059 .00 1.18 •1.08 .55 .013 .00 .00 PIPE • { I. I I I 1 I I I I I { I 1039.460 59.960 1.226 61.186 11.67 5.78 .52 61.70 .00 1.23 1.95 2.000 .000 .00 1 .0 • t i w T1 TARR JOB NO .7002 0 T2 STORM DRAIN LINE 5 T3 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. SO 1000.000 56.060 1 52.800 ' R 1004.500 56.500 1 .013 .000 0 R 1035.440 59.570 1 .013 .000 .000 .000 0 SH 1035.440 59.570 1 59.570 CD 1 4 1 .000 2.000 .000 .000 '.000 .00 ' Q 8.530 .0 4 i i FILE: 70021510.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 4 -2008 Time: 9:43:23 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 j CARD SECT CHN NO OF AVE'PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TARR JOB No 7002 HEADING LINE NO 2 IS - STORM DRAIN LINE 5 HEADING LINE NO 3 IS - PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV •1000.000 56.060 1 52.800 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1004.500', 56.500 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.440 59.570 1 .013 .000 .000 .000 0 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT -'W S ELEV 1035.440 59.570 1 59.570 r f m FILE: 70021510.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 4 -2008 Time: 9:43:25 TARR JOB NO 7002 STORM DRAIN LINE 5 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. I Invert I Depth I, water I Q I Vel Vel I Energyy 1 Super ICriticallFloW ToplHeight /IBase wtl ]NO wth Station I Elev I CFT) I Elev I CCFS) I CFPS) Head I Grd.EI.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Ave[ HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch ,t t:a,r�e,t,rtr I rrtrar:,t,r,t,ra I �tratrtr,ta� I s:,tt:,r,t,r,t�t I as:a,raas:,t� I,t:ttraaa� I t t�,t,t,r� I r:�a,r,t,t�x,tI ua•trt:t:�� I,taatrtra�� I,raxtr��� t I ��:r:h��n I n:t:txx�t: I x�,rr:tr I,r:te:nx,t� 1000.000 56.060 .508 56.568 8.53 13.59 2.87 59.44 .00 1.04 1.74 2.000 .000 .00 1 .0 4.500 .0978 .0690 .31 .51 3.99 .47 .013 .00 .00 PIPE 1004.500 I I 56.500 I .516 I 57.016 I 8.53 13.28 I 2.74 59.75 I .00 I 1.04 I 1.75 I 2.000 I I .000 .00 I 1 .0 5.249 .0992 .0633 .33 .52 3.86 .47 .013 .00 .00 PIPE 1009.749 I I 57.021 I .530 I 57.551 I 8.53 12.78 I 2.54 60.09 I .00 I 1.04 I 1.77 I 2.000 I I .000 .00 I 1 .0 4.932 .0992 .0562 .28 .53 3.66 .47 .013 .00 .00 PIPE 1014.681 57.510 .548 58.058 8:53 12.18 2.30 60.36 .00 1.04 1.78 2.000 .000 .00 1 .0 -I- 3.802 -I- .0992 -I- -I- -I- -I- -I- .0491 -I- .19 -I- .55 -I- 3.43 -I- .47 -I- .013 -I- .00 .00 1- PIPE 1018:483 I I 57.887 I .567 I 58.455 I 8.53 11.62 I 2.10 60.55 I .00 I 1.04 I 1.80 I 2.000 I I .000 .00 I 1 .0 -I- 3.031 -I- .0992 -I- -I- -I- -I- -I- .0430 -I- .13 -I- .57 -I- 3.21 -I- .47 -I- .013 -I- .00 .00 1- PIPE 1021.515 I I 58.188 I .587 I 58.775 I 8.53 11.08 I 1.90 60.68 I .00 I 1.04 I 1.82 I I 2.000 I .000 .00 I 1 .0 -I- 2.471 -I- .0992 -I- -I- -I- -I- -I- .0377 -I- .09 -I- .59 -I- 3.00 -I- .47 -I- .013 -I- .00 .00 I- PIPE 1023.986 I I 58.433 I .608 I 59.042 I 8.53 10.56 I 1.73 60.77 I .00 I 1.04 I 1.84 I I 2.000 I .000 .00 I 1 .0 -I- " 2.059 -I- .0992 -I- -I- -I- -I- -I- .0330 -I- .07 -I- .61 -I- 2.81 -I- .47 -I- .013 -I- .00 .00 I- PIPE 1026.045 I I 58.638 I .629 I 59.267 I 8.53 10.07 I 1.57 60.84 I .00 I 1.04 I 1.86 I I 2.000 I .000 .00 I 1 .0 -I- 1.721 -I- .0992 -I- -I- -I- -I- -I- .0289 -I- .05 -I- .63 -I- 2.63 -I- .47 -I- .013 -I- .00 .00 1- PIPE 1027.766 I I 58.809 I .651 I 59.460 I 8.53 9.60 I 1.43 60.89 I .00 I 1.04 I 1.87 I I 2.000 I .000 .00 I 1 .0 -I- 1.448 -I- .0992 -I- -I- -I- -I- -I- .0253 -I- .04 -I- .65 -I- 2.46 -I- ..47 -l- .013 -I- .00 .00 1- PIPE m FILE: 70021510.wSw W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1297 WATER SURFACE PROFILE LISTING Date: 4- 4 -2008 Time: 9:43:25 TARR JOB NO 7002 STORM DRAIN LINE 5' r PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. P.E. Q,ta to it eY it ir'.t'.t4 frifr4:Y'w'.e bsY it it Y it st 4ir it tr tiY ie'k flirt it k irA Xir4 Y it iri it ir'kAtsY iri i ir'k'k iF it it Air Yi'ki: k 4ir it it it iri it it it it it a4 it sir ir'k it 3 ie'.r'.: it it fT t,bie'.: Y it it it it it �s4 it sY it it it kir ki4 ir4ir k it 4ir iti is k�'.r I Invert I Depth I water I Q I Vel Vel I EnergyY 1 Super ICriticalIFloW TOpIHeight /16ase wtI 'INO wth Station I Elev I (FT) I Elev I (CFS) I (FPS), Head I Grd.El.I Elev I Depth I width IDia. -FTIOr I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Ave[ HF ISE Dpth[Froude NINOrm Dp I "N" I X -Fa11I ZR IType Ch sk ir'k lira it kir 1 ir'k ir'X it :ti f it I it it air>f it it ,t 1 it ,t iir,r sir nt 1'.t it it's ir's'x ir's 1 :r,t,r� xtr is 1 ir>r is � �air 1': it �tr��:t sr� I'<�t �ai: it 1 :r tr��:t ie is :t 1 tr it :t'r t i<tr is I jai: :t ir,t :t I it i:tir it *>:1 is st qtr is 1 xax:t :t i.•t 1029.214 58.952 .674 59.626 8.53 9.15 1.30 60.93 .00 1.04. 1.89 2.000 .000 .00 1 .0 1.223 .0992 .0222 .03 .67 2.30 .47 .013 .00 .00 PIPE 1030.437 I 59.074 I I .698 59.772 I I 8.53 8.73 I 1.18 60.95 I .00 I I 1.04 1.91 I I 2.000 I .000 .00 I 1 .0 1.034 .0992 .0194 .02 .70 2.15 .47 .013 .00 .00 PIPE 1031.471 I 59.176 I I .723 59.899 I I 8.53 8.32 I 1.08 60.97 I .00 I I 1.04 1.92 I I 2.000 I .000 .00 I 1 .0 -I- .873 -I- .0992 -I- -I- -I- -I- -I- .0170 -I- .01 -I- .72 -I- 2.01 -I- .47 -I- .013 -I- .00 .00 I- PIPE 1032.344 59.263 I I .749 60.012 I I 8.53 7.93 I .98. 60.99 I .00 I i 1.04 1.94 I I 2.000 I .000 .00 I 1 .0 .734 .0992 I .0149 .01 .75 1.88 .47 .,013 .00 .00 PIPE 1033.078 I 59.336 I .776 60.112 I 8.53 7.56 I .89 61.00 I .00 I I 1.04 1.95 I I 2.000 I .000 .00 I 1 .0 .613 .0992 .0131 .01 .78 1.75 .47 .013 .00 .00 PIPE 1033.690 I I 59.396 I .804 60.201 I I 8.53 7.21 I .81 61.01 I .00 I I 1.04 1.96 I I 2.000 I .000 .00 I 1 .0 t .495 .0992 I I I I I .0115 I .01 .80 I 1.64 I I .47 .013 I I .00 I .00 PIPE I 1034.186 59.446 .834 -1- 60.280 8.53 6.88 .73 61.01 .00 1.04 1.97 2.000 .000 .00 1 .0 -I- .412 -I- .0992 -I- -I- -I- -I- .0101 -I- .00 -I- .83 -I- 1.53 -I- .47 -I- .013 -I- .00 .00 I- PIPE 1034.598 I 59.486 I .864 60.351 I I 8.53 6.56 I .67 61.02 I .00 I I 1.04 1.98 I I 2.000 I .000 .00 I 1 .0 -I- .318 -I- .0992 -I- -I- -1- -I- -I- .0089 -I- .00 -I- .86 -I- 1.43 -I- .47 -I- .013 -I- .00 .00 1- PIPE I 1034.915 I 59.518 I .896 60.414 I I 8.53 6.25 I .61 61.02 I .00 1 I 1.04 1.99 I I 2.000 I .000 .00 I 1 .0 -I- .232 -I- .0992 -I- -I- -I- -I- -I- .0078 -I- .00 -I- .90 -I- 1.33 -I- .47 -I- .013 -I- .00 .00 1- PIPE m FILE: 70021510.wsw WS P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1297 TARR.JOB NO 7002 WATER SURFACE PROFILE LISTING Date: 4- 4 -2008 Time: 9:43:25 STORM DRAIN LINE 5 PREPARED BY:J.CONTRERAS CHK BY:J.SALUMBIDES JR. 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Guide Page 84q Grid G -31 2006 Eclitior SECTION 30 T551 JR 7E %A TONAL METH017 H7VIIROLOGY MAF PREPARATION DATE : APRIL 2006 REV1510N DATE : JANUARY 2008 JOB NO. 7002 BVN 16879.13 PGN 07184 MAP PREPARED BY a an HfV43 / MHHRS CM Eng*neering Surveyhg R/snnin9 6820 Airport Drive, Riverside, CA 92504 Tel:(951) 688 -0241 • Fax:(951) 688 -0599 HWy 111 _o i 70 to QUINTA & PAS DE$8, S /y0N a TO INDIO z v Pfr'O ✓ECT AVENUE 48 in .SATE z � z z � 30 AVENUE 50 63 v SECTION 30 T551 JR 7E %A TONAL METH017 H7VIIROLOGY MAF PREPARATION DATE : APRIL 2006 REV1510N DATE : JANUARY 2008 JOB NO. 7002 BVN 16879.13 PGN 07184 MAP PREPARED BY a an HfV43 / MHHRS CM Eng*neering Surveyhg R/snnin9 6820 Airport Drive, Riverside, CA 92504 Tel:(951) 688 -0241 • Fax:(951) 688 -0599