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HomeMy WebLinkAboutHydrologyInterimDetentionBasinDraft(Oct.1996) I I I I I I I I I I I I I I , I i I I I I Oft-4FT HYDROLOGY AND HYDRAULICS REPORT Paloma Del Sol INTERIM DETENTION BASIN IN TRACT. 24182 . PREPARED FOR: Newland Associates . PREPARED BY: KEITH INTERNATIONAL, INC. 22690 Cactus Avenue, Suite 300 Moreno Valley, California 92553 PREPARED UNDER THE SUPERVISION OF: David Li-Wen Shen, P.E. R.C.E. No. 44374 [I] OCTOBER 1996 IN 30764.000 /~...... ..."," r' - i~- d U ~~ M~4hcft"'" ~ V<ll.,.. \"\~ fb \ II I I I I , I I I I I I I I I I I I I I TABLE OF CONTENTS EXECUTIVE SUMMARY PAGE NO. I LIST OF TABLES "A" SUMMARY OF ANALYSIS ...................................................................... 3 "B" VOLUME CALCULATIONS FOR "EXISTING BASIN" ............................. 4 "C" VOLUME CALCULATIONS FOR PROPOSED INTERIM BASIN .............. 5 "D" STAGE-DISCHARGE TABLE FOR "EXISTING BASIN" ......................... 6 "E" FLOWS OVER ROADWAY CALCULATIONS ......................................... 7 "F" STAGE-DISCHARGE TABLE FOR PROPOSED INTERIM BASIN ........... 8 EXlllBITS "A" LOCATION MAP "B" HYDROLOGY MAP "C" SOILS MAP (BACHELOR MTN. AND PECHANGA) "D" OFF SITE "BASIN" TOPOGRAPIDC MAP "E" INTERIM DETENTION BASIN CONCEPT PLAN "F" ROADWAY "WEIR" PROFILE APPENDIX "A" UNIT HYDROGRAPH CALCULATIONS FOR OFFSlTE AREA BASIN I 100- YEAR 3-HOUR . .... .................. ................. ..... ... ....... .... ..... ..... ..... ..... ..... 9 100- YEAR 6-HOUR ............... ........ ... .... ... ....... ........ ........... ...... ............... .... 13 100- YEAR 24-HOUR ....... .... .... .............. ... ........... ............ ..... ...... .............. .... 17 "B" UNIT HYDROGRAPH CALCULATIONS FOR ONSlTE AREA 100- YEAR 3-HOUR . ............................................... ...................... .............. 23 100-YEAR 6-HOUR .................................................................................... 26 100-YEAR 24-HOUR .................................................................................... 29 z. I I I I I I I I I I I I I I I I I I I "C" liD" "Ell "FIt .IIGII IIH'I "I" "r' "KII TABLE OF CONTENTS - CONTINUED ROUTING CALCULATIONS FOR OFFSITE AREA FLOWS AT POINT I 100-YEAR 3-HOUR ..................................................................................... 34 COMBINE HYDROGRAPHSIROUTING CALCULATIONS FOR ONSlTE AND OFFSlTE FLOW AT POINT 2 - 100-YEAR 3-HOUR ............................ 38 ROUTING CALCULATIONS FOR OFFSITE AREA FLOWS AT POINT I 100- YEAR 6-HOUR ........................................ ................................ ............ 43 COMBINE HYDROGRAPHSIROUTING CALCULATIONS FOR ONSlTE AND OFFSlTE FLOW AT POINT 2 - 100-YEAR 6-HOUR ............................ 48 ROUTING CALCULATIONS FOR OFFSlTE AREA FLOWS AT POINT I 100- YEAR 24-HOUR .................................................................................... 54 COMBINE HYDROGRAPHSIROUTING CALCULATIONS FOR ONSlTE AND OFFSlTE FLOW AT POINT 2 - 100- YEAR 24-HOUR .......................... 59 WSPG CALCULATIONS - 72" STUB-OUT .................................................. 66 WSPG CALCULATIONS - 36" STUB-OUT 134 179 WSPG CALCULATIONS - 84" STUB-OUT II .3 I I I I I I I I I I I I I I I I I I I REFERENCE PLANS "Assessment District No. 159 Storm Drain Plans, Butterfield Stage Road & De Portola Road East", Project No. 7-0-410, Drawing No. 7-183, 11 sheets, rev. 11/3/93. "Assessment District No. 159, Apis Road & Mahlon Vail Circle (Future Streets), Storm Drain Plans", Project Nos. 7-0-048 & 7-0-049, Drawing No. 7-233, 5 sheets, dated 9/26/94. "Assessment District No. 159, State Route 79 South, Storm Drain Plans, Line "M" & "S" Stage II", Project Nos. 7-0-048 & 7-0-049, Drawing No. 7-245, 5 sheets, dated 12/14/95. "County of Riverside Street Improvement Plans, Assessment District No. 159, Butterfield Stage Road Phase I", W.O. Nos. 73-5009 & 68-8742, 22 sheets, "As-Built" dated 11/10/94. "Highway 79 South", Caltrans Dist. 08, County Riv, Route 79, Post Miles 16.0/19.8, Contract No. 350504, 122 sheets, dated 2/7/96. 111 A. I I I I I I I I I I I I I I I I I I I EXECUTIVE SUMMARY This study is performed pursuant to Riverside County Flood Control and Water Conservation District's letter dated September 23, 1996. This letter identified large off site flows from the east side of the project, tributary to the northeast comer of the intersection of Butterfield Stage Road and State Highway 79. It further recommended leaving a 300 feet wide path along the south side of Tract 24182, north of State Highway 79, to allow this flow to pass through the project site. It is our understanding that the Assessment District 159 had planned to construct an interceptor channel along the District's eastern boundary line to cut off this flow. The Paloma Del Sol project has been designed with the assumption that this channel is in place. Presently there is money for the design of said channel, but the construction funds has not been allocated. Keith International, Inc. has been authorized by Newland Associates to review the existing flooding condition and to develop a conceptual drainage plan to mitigate the flooding so that development of Paloma Del Sol can proceed with minimal impact. The proposed plan will provide protection to the developed sites within the project from flood hazard resulting from a 100-year flood. This flood protection will be provided in such a manner as to avoid any significant adverse impact to other properties, including downstream properties. The proposed plan will also assure that proposed construction within Paloma Del Sol does not exacerbate existing conditions upstream of the project. The steps undertaken for this study are as follows: . IdentifY the off site watershed area that impacts Tract 24182, including its boundary, acreage, point of concentration and determine the 100 year peak discharge. (See Exhibit "BlI) . Perform hydraulics calculations to determine the capacity of the existing 72" and 36" stub- outs that connect to the existing double 120" C.I.P.P. in Butterfield Stage Road. The "existing basin" formed by the construction of Butterfield Stage Road and State Highway 79 was utilized for detention storage. . Determine the amount of flows that will overtop the roadway, Butterfield Stage Road and State Highway 79, including the approximate split between said two streets. . Provide approximate sizing of the interim detention basin to be located at the southeast comer of Tract 24182. Offsite flows crossing Butterfield Stage Road and onsite runoff from the Project were routed through this interim basin. The analysis reviews the off site watershed area in its existing condition only. It is noted that this area falls within the Santa Margarita River Basin and will be subject to providing a detention basin system so that no increase in runoff will result with any development. In the event that a detention basin system is not required, it is anticipated that the off site area development will include in its plan to provide drainage improvements so as not to further impact the adverse flooding condition at the intersection of Butterfield Stage Road and State Highway 79. 1 ~ , I II I I I I I I I I I I I I I I I I I Methodology used for this study follows the procedure contained in the Riverside County Flood Control and Water Conservation District Hydrology Manual dated Apri11978. Since watershed area is larger than 500 acres, the synthetic unit hydrograph method was used. Printout for these hydrographs and routing calculations are included under Appendices A through H. The 100 year 3- and 6-hour point rainfall values shown on the isohyetal maps varies substantially from the recording station data. Based on discussions with Flood Control staff, it was decided to use 6" for the 24-hour duration and to utilize ratios to determine the 3- and 6-hour values. The following ratios and rainfall values were used: Duration 3 -hour 6-hour 24-hour Point Rainfall 2.28" 3.42" 6.00" Ratio to 24-hour rainfall value 0.38 0.57 The soils group information was taken from the Hydrology Manual. Copy of the soils group map is attached as Exhibit "C". The stage-discharge rating hydraulics calculations for the 72" and 36" were performed using the Los Angeles County Water Surface Pressure Gradient (WSPG) program. Results are summarized in Table "D". It should be noted that both 72" and 36" are "inlet control". Detailed supporting calculations are attached under Appendices "I" and "J". The stage-discharge rating for flow over the roadway was done using the weir formula, with C=2.80. The split of flows between Butterfield Stage Road and State Highway 79 was prorated based on flow area. Results of these calculations are tabulated in Table "E". The stage-discharge rating calculations for the interim detention basin outlet were also done using W.S.P.G. program. It was assumed that the flows entering through the laterals remain constant. Results are summarized in Table "F", with the supporting calculations in Appendix K. A conceptual plan for the proposed interim detention basin is included as Exhibit "E". It should be noted that the preliminary design as shown provides a basin volume larger than what is actually needed, and that during final design the basin size will be reduced to make room for stockpiles. It is anticipated that upon design and construction of a permanent drainage facility by Assessment District 1 59, the interim basin will no longer be needed, and the stockpiles will be used to fill the basin and achieve the grades per the approved Tentative Tract Map 24182. Volume calculations for the off site "existing basin", located at the northeast intersection of Butterfield Stage Road and State Highway 79, were done using R.C.F.C.& W.C.D.'s Topographic Map dated 1982. Field inspection indicated that this area has not changed substantially from that date. Copy of this topographic map is attached as Exhibit "D". Results of the analysis show that an interim detention basin as proposed will adequately protect the project and downtream properties from this offsite flow during a 100 year storm event. Key outputs from the analysis, such as peak runoff, maximum water depth, etc. are summarized in Table "A". 2 ~ I I I I I I I I I I I I I I I I I I I I TABLE "A" SUMMARY OF ANALYSIS 100 YEAR STORM Duration 3-HR 6-HR 24-HR Peak Q from Basin I (c.f.s.) 1907.9 2060.4 1129.0 Peak Outflow at Pt. 1 (c.f.s.) 1898.3 2042.9 1117.7 Max. Stage at Pt. 1 (fl.) 7.2 7.3 6.8 Max. W.S. Elevation at Pt. 1 1114.2 1114.3 1113.8 Max. Vol. detained at Pt. 1 (ac.fl.) 50.7 51.9 43.7 Peak Q over Butterfield Stage Road (c.f.s.) 1370.8 1491.2 748.2 Max. Depth Crossing Butterfield Stage Road (fl.) 1.9 2.0 1.5 Peak Q over S.H. 79 (c.f.s.) 217.1 249.0 80.7 Max. Depth Crossing S.H. 79 (fl.) 0.9 1.0 0.5 Peak Q from On-Site (c.f.s.) 258.7 253.6 103.7 Combined Peak Q from Onsite and Offsite (c.f.s.) 1408.1 1523.0 815.7 Peak Outflow at Pt. 2 (c.f.s.) 461.6 492.8 472.3 Max. Stage at Pt. 2 (fl.) 12.5 14.4 13.2 Max. W.S. Elevation at Pt. 2 1102.6 1104.5 1103.3 Max. Vol. detained at Pt. 2 (ac.fl.) 101.4 136.9 113.5 Max. height difference above S.H. 79 at RIW (fl.) 0.8 2.7 1.5 Note: Above analYsis uses existina condition for the offsite "Basin 1". 10/4/96 PALOHYDXLS, summ 3 1 i I I I I I I I I I I I I I I I I I I I TABLE "B" VOLUME CALCULATION FOR EXISTING "BASIN" EAST OF BUTTERFIELD STAGE ROAD ELEVATION BASIN SURFACE INCR. INCR. ACCUM. DEPTH AREA DEPTH VOLUME VOLUME (FT.) (AC.) (FT.) (AC.-FT.) (AC.-FT.) 1107.0 0.0 0.00 1.00 0.18 1108.0 1.0 0.55 0.18 0.50 0.54 1108.50 1.5 1.71 0.72 0.50 1.13 1109.00 2.0 2.86 1.85 0.50 1.71 1109.50 2.5 4.02 3.56 0.50 2.29 1110.00 3.0 5.18 5.86 0.50 2.87 1110.50 3.5 6.33 8.73 0.50 3.45 1111.00 4.0 7.49 12.18 0.50 4.03 1111.50 4.5 8.64 16.21 0.50 4.61 1112.0 5.0 9.80 20.81 0.50 5.32 1112.50 5.5 11.50 26.13 0.50 6.17 1113.00 6.0 13.20 32.30 0.50 7.02 1113.50 6.5 14.90 39.32 0.50 7.87 1114.0 7.0 16.60 47.20 0.50 8.64 1114.50 7.5 17.95 55.83 0.50 9.31 1115.00 8.0 19.30 65.14 0.50 9.99 1115.50 8.5 20.65 75.13 0.50 10.66 1116.0 9.0 22.00 85.79 10/4/96 PALOHYDXLS, vol <0 I I I I I I I I I I I I I I I I I I I TABLE "e" VOLUME CALCULATION FOR PROPOSED DETENTION BASIN ON-SITE IN SE CORNER OF TRACT 24182 ELEVATION BASIN SURFACE INCR. INCR. ACCUM. DEPTH AREA DEPTH VOLUME VOLUME (FT.) (AC.) (FT.) (AC.-FT.) (AC.-FT.) 1090.1 0.0 0.00 4.87 6.98 1095.0 4.9 4.30 6.98 5.00 43.64 1100.00 9.9 14.10 50.62 5.00 96.69 1105.00 14.9 25.10 147.31 5.00 131.45 1110.00 19.9 27.50 278.77 10/4/96 PALOHYDXLS, vol2 s l\ I I I I I I I I I I I I I I I I I I I TABLE "0" STAGE - DISCHARGE TABLE FOR EXISTING "BASIN" EAST OF BUTTERFIELD STAGE ROAD ELEVATION BASIN 72" RCP 36" RCP ROADWAY TOTAL DEPTH OUTFLOW OUTFLOW WEIR CAPACITY (FT.) (C.F.S.) (C.F.S.) (C.F.S.) (C.F.S.) 1107.0 0.0 0 0 0 0 1108.0 1.0 7 0 0 7 1108.5 1.5 16 0 0 16 1109.0 2.0 28 0 0 28 1109.5 2.5 43 0 0 43 1110.0 3.0 60 0 0 60 1110.5 3.5 82 1 0 83 1111.0 4.0 104 5 0 109 1111.5 4.5 130 11 0 141 1112.0 5.0 157 19 0 176 1112.5 5.5 182 27 5 214 1113.0 6.0 205 36 98 339 1113.5 6.5 228 44 442 714 1114.0 7.0 249 51 1,133 1,433 1114.5 7.5 269 57 2,239 2,565 1115.0 8.0 288 63 4,286 4,637 1115.5 8.5 307 69 7,133 7,509 10/4/96 PALOHYDXLS, flow ~ \0 I I I il I I I I I I I I I I I I I I I I TABLE "E" FLOW OVER ROADWAY CALCULATION AT HIGHWAY 79/ BUTTERFIELD STAGE ROAD AREA AREA % AREA Q= POR. Q POR.Q BUT.STG. S.H.79 BUT.STG. ELEV. HEIGHT (H) LENGTH (L) 2.8*(U2)"H"1.5 IN BUTT. IN S.H. 79 (S.F.) (S.F.) (FT.) (FT.) (C.F.S.) (C.F.S.) (C.F.S.) 0.0 0.0 1112.4 0.1 20.0 0.9 0.9 0.0 8.09 100.00% 1112.5 0.2 37.5 4.7 4.7 0.0 16.19 100.00% 1112.6 0.3 55.0 12.7 12.7 0.0 24.28 100.00% 1112.7 0.4 70.0 24.8 24.8 0.0 32.37 100.00% 1112.8 0.5 85.0 42.1 42.1 0.0 40.47 100.00% 1112.9 0.6 102.5 66.7 66.7 0.0 48.56 100.00% 1113.0 0.7 120.0 98.4 98.4 0.0 56.65 100.00% 1113.1 0.8 137.5 137.7 137.7 0.0 64.74 100.00% 1113.2 0.9 155.0 185.3 185.3 0.0 72.64 100.00% 1113.3 1.0 182.5 255.5 255.5 0.0 80.9 0.0 100.00% 1113.4 1.1 210.0 339.2 333.7 5.5 114.4 1.9 98.38% 1113.5 1.2 240.0 441.7 420.2 21.5 138.07 7.05 95.14% 1113.6 1.3 270.0 560.3 520.9 39.4 161.74 12.22 92.98% 1113.7 1.4 "295.0 684.1 625.5 58.7 185.41 17.39 91.43% 1113.8 1.5 320.0 823.0 742.9 80.2 209.08 22.56 90.26% 1113.9 1.6 342.5 970.4 867.1 103.3 232.75 27.73 89.35% 1114.0 1.7 365.0 1,132.6 1003.8 128.8 256.42 32.90 88.63% 1114.1 1.8 385.0 1,301.7 1145.9 155.8 280.1 38.1 88.03% 1114.2 1.9 405.0 1,485.0 1282.0 202.9 315.69 49.97 86.33% 1114.3 2.0 427.5 1,692.8 1439.3 253.5 351.29 61.87 85.03% 1114.4 2.1 450.0 1,917.2 1610.2 307.0 386.9 73.8 83.99% 1114.5 2.2 490.0 2,238.5 1827.4 411.1 435.49 97.97 81.63% 1114.6 2.3 530.0 2,588.2 2066.6 521.6 484.09 122.17 79.85% 1114.7 2.4 570.0 2,967.0 2327.5 639.5 532.69 146.37 78.45% 1114.8 2.5 610.0 3,375.7 2609.9 765.8 581.29 170.57 77.31% 1114.9 2.6 650.0 3,815.1 2914.0 901.0 629.89 194.77 76.38% 1115.0 2.7 690.0 4,285.7 3240.0 1045.7 678.49 218.97 75.60% 1115.1 2.8 730.0 4,788.4 3588.3 1200.1 727.09 243.17 74.94% 1115.2 2.9 770.0 5,323.7 3959.1 1364.6 775.69 267.37 74.37% 1115.3 3.0 810.0 5,892.4 4352.8 1539.7 824.29 291.57 73.87% 1115.4 3.1 850.0 6,495.2 4769.7 1725.5 872.9 315.8 73.43% 1115.5 3.2 890.0 7,132.5 5210.3 1922.3 921.49 339.97 73.05% 10/4/96 PALOHYDXLS, weir \t I I I I I I I I I I I I I I I I I I I 10/4/96 PALOHYDXLS, f1ow2 \ TABLE "F" STAGE - DISCHARGE TABLE FOR INTERIM DETENTION BASIN IN TRACT 24182 ELEVATION BASIN 84" RCP DEPTH OUTFLOW (FT.) 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Be ';;C IPl:at.....GAI Be LEGEND - SOLS GROUP BOUNDARY A SOILS GROUP OESIGNATlON ~ HYDROLOGIC SOILS GROUP MAP FOR BACHELOR MTN. SHT. 1 OF 2 EXHIBIT "e" \{ RCFcaWCD HYDROLOGY MANUAL I""""""l1 rr--9 o FEET 5000 I I B B I I I I I I ~ I ~ I . :: I I I I I I I I I I <::" . -,.-:"._ ~ A-,'~"" -...._--_~'.~.....;..,~ r;~""'-A, 0'.-",. '~'}j.ll,'~ ~'j~, ._::'~": ~"",:~;~O"1~'; J' ;$"-~:":.'I'" ~. .. ...- "f:) .-. :IIi' :51~ ;:~'~~~~R~~~~~f ,.-..-.. '. - ,. . .' . -.. .">-"'." c -'""'-1-.:_; "'~~""- '~:.' ~ ." .':"" "';:,:,-,~-,:........ f;!it,'- ~ ~~~~--=~;~~='.1~~~:<"'-. I~~~'_ -': "~,-:...,!t:P~L>'\.-l C r; C1:B' ~1' '.7~ ~ , ' ,---:~io:~~~;;~~, _""__' ".~.. _ .. ~ _ ' \__:; " '0-. ":;;;. '-"':.,.r,'~~t:"",.-~I.-;,-_ t.~"._. '~':-__;,j': . \ {''- I I .-.....~- -~~. w. - .~.I"r..>..;.Y;.' _~__U'~--..,{. - . _";'.;~~:=~-':-.::-:1-:;r-t"r' _,'''I' '----,.~~':....;:::;..'?,L.'i-r...... ~.+.~~' <;4.,-~l"':~ 'tV -:4";--':"':';-'+ ~. .-::',..'"" ~.....~'_ . 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'''-',;t:'_ 1~1,_; ". .- ,,:.~~"'f';l,. 1"i':;:"':~:~4~}:~k:'~.ir;:'~~.'.' ',~~;)~~::: .- -1-;'~;;';;:~;;:. ,~/.,;:i~ ' ~ .'; ::.;-,.,"'<".':,,~=::, :'. '~;rJi(;:I~'r~'~'-'" ,....:......:....-_.- -_ -.... ='"'1 . . :~-;;\' ":! :... ". '. r-.-,__- '. .-~~:;' I '-:::~\n_ r'-- . 1 ~ . ::'~,'... ">=-.~ .~'f " o U-'I'" RCFC a WCD HYDROLOGY IvIANUAL ~ HYDROLOGIC SOILS GROUP MAP FOR LEGEND SOLS GROUP BOUNDARY A SOILS GROUP OESlllNATION ~~ o FEET SOOO PECHANGA SOT. 2 OF 2 EXHIBIT "e" \~ aoz'too 1114.3; 301+50 1114.01 I I ~INT. :x.o+ 5lP = 10+00. I II\~.U, o-\-5S I ill 'Z.,z..4 I I \I + So I , , I'?> .1"2.- I Iz..+oo - 1\ \"3.44- I I I I I I "!.+8(P I- \\14.~7 I I I I -- U'\ ...~ ~ ~ ~ 2: :< ....J ..!) f ~ "1 o ~ ~ Ii\ ~ ;;:- o r I~ ~ ~ o S ::l> -<. ~ :!! l' 1'1'1 I~ VI n l> fii " <:I: ,. ,# - - ;; ~ II II E;'S\ ,0. I~ " o 3> a . 3> ~-< ::I:: 1 !. 0-311I - - ~" -I ." " o 1ft - .. III \.\ I I I I I I I I I I I I I I I I I I I II- ~ ~ APPENDIX "A" UNIT HYDRO GRAPH CALCULATIONS FOR OFFSlTE AREA BASIN 1 100- YEAR 3-HOUR 100- YEAR 6-HOUR 100- YEAR 24-HOUR ~ fii Ir \% I I U nit H Y d r 0 9 rap h A n a 1 y s i s I Copyright (c) CIVILCADD/CIVILDESIGN, 1992, Version 2.4 I Study date 09/26/96 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 I The Kieth Companies, Moreno Valley Office - SIN 538 --------------------------------------------------------------------- I PASEO DEL SOL OFFSITE AREA BASIN I 100 YEAR 3 HOUR STORM EVENT FILE:\PASEO\A100X3.UN1 I -------------------------------------------------------------------- Drainage Area = 2277.00 Acres = 3.558 Sq. Mi. Length along longest watercourse 26360.00 Ft. Length along longest watercourse measured to centroid = Length along longest watercourse = 4.992 Mi. Length along longest watercourse measured to centroid = Difference in elevation = 470.00 Ft. Slope along watercourse = 94.1426 Ft./Mi. Average Manning's 'N' = 0.030 Lag time = 0.779 Hr. Lag time = 46.76 Min. 25% of lag time = 11.69 Min. 40% of lag time = 18.70 Min. Unit time = 10.00 Min. Duration of storm = 3 Hour(s) I I I I Area rainfall data: I Area (Acres) [1] 2277.00 Rainfall(In.) [2] 2.28 Weighting [1*2] 5191.56 I Point rain {area Areal adjustment Adjusted average RI Infi!. rate (In/Hr) 0.394 0.268 0.221 0.153 Rate Area% (Dec. ) 0.015 0.346 0.249 0.390 Sum (F) = 0.194 averaged) = 2.280 (In.) factor = 99.ob % point rain = 2.257 (In.) Impervious Adj. Infi1. (Dec.%) (In/Hr) 0.100 0.359 0.100 0.244 0.100 0.201 0.100 0.139 I 67.0 78.0 82.0 88.0 I Area averaged mean soil loss (F) Minimum soil loss rate (In/Hr) = (for 24 hour storm duration) Soil low loss rate (decimal) = (In/Hr) = 0,097 I 0,900 --------------------------------------------------------------------- I U nit H y d r 0 9 rap h Valley S-Curve I 'l 12640.00 Ft. 2.394 Mi, F (In/Hr) 0.005 0.084 0.050 0.054 0.194 'l\ I I I I I I I I I I I I I I I I I I I Unit Hydrograph Data -------------------------------------------------------------------- --------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph lhrs) Graph % cfs-hrs/in 1 0.167 2 0.333 3 0.500 4 0.667 5 0.833 6 1. 000 7 1.167 8 1. 333 9 1. 500 10 1. 667 11 1. 833 12 2.000 13 2,167 14 2.333 15 2.500 16 2.667 17 2.833 18 3.000 19 3.167 20 3.333 21 3.500 22 3.667 23 3.833 24 4.000 25 4.167 26 4.333 27 4.500 28 4.667 29 4.833 30 5.000 31 5.167 32 5.333 33 5.500 34 5.667 35 5.833 36 6.000 37 6.167 38 6.333 21. 385 42.770 64.156 85.541 106.926 128.311 149.697 171. 082 192.467 213.852 235.238 256.623 278.008 299.393 320.779 342.164 363.549 384.934 406.320 427.705 449.090 470.475 491.861 513.246 534.631 556.016 577.402 598.787 620.172 641,557 662.943 684,328 705.713 727.098 748.484 769.869 791. 254 812.639 1.917 5.809 10.179. 14.042 15.124 11. 701 7,599 5.244 3.679 3.047 2.554 2.184 1. 940 1.666 1. 419 1. 283 1. 214 0.964 0.930 0.748 0.684 0.665 0.642 0.609 0.483 0.467 0.407 0.385 0.347 0.300 0,284 0.221 0,214 0,214 0.214 0.214 0.214 0.194 Sum = 100.00 44.0 133.3 233.6 322.2 347.1 268.5 174.4 120.3 84.4 69.9 58.6 50.1 44.5 38.2 32.6 29.4 27.9 22.1 21. 3 17.2 15.7 15.3 14.7 14.0 11.1 10.7 9.3 8.8 8.0 6,9 6.5 5.1 4.9 4.9 4.9 4.9 4,9 4.5 Sum= 2294.8 Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective IHr. ) Percent lin./hr.) Max I Low lin./hr.) 1 0.17 2.60 0.352 0.194 0.16 2 0.33 2.60 0.352 0.194 0.16 3 0.50 3.30 0.447 0.194 0.25 4 0.67 3.30 0.447 0.194 0.25 5 0.83 3.30 0.447 0.194 0.25 6 1. 00 3.40 0.460 0.194 0.27 7 1.17 4.40 0.596 0.194 0.40 8 1.33 4.20 0.569 0,194 0.37 9 1.50 5.30 0.718 0.194 0.52 10 1.67 5.10 0.691 0.194 0.50 11 1. 83 6.40 0.867 0.194 0.67 10 1P I I I I I I I I I I I I I ~aa3 ~,qn~ E"9.,608~ = $S01 110S le~o~ ~aa3 ~,qn~ E',L~8~8E, = ~,/09.E~ sam,~ (.~~) OOOO'LL~~ ea.:re saur~~ ("U,) 89', "e~u,e~ aA,~~a~~3 = awm,oA POO,3 ('UI)9~'~ = "e~u,e~ ,e~o.r. ~aa3 a~~~ EO~.O" = sso, "OS ,e~o.r. ( .uI) 8..0 = sso, "os ,e~o.r. ~aa3 a~~~ 6. LtE = ztl< .~~) O.LLZ~ ea.:Ie sauI'~~ ( 'u,) 89., "e~u,e~ aA,~~a~~3 = awm,oA POO,3 rOt = wms 0.00, = wms Ero --- ~6ro .~E'O O~.~ OO'E 8, ~E'O --- ~6ro .g'o 08'E E8.~ Lt u., --- ~6ro 0t6 " orn L9 .~ 9t u., --- ~6ro 0t6 ", orn o.'~ st 96.0 --- ~6t.0 ,st " 0.'8 EE.~ n 6L.0 --- ~6,.0 686'0 OE'L Lr~ Et B.O --- ~6,.0 66L"0 06.. OO.~ zt -------------------------------------------------------------------- -------------------------------------------------------------------- q d e ~ D 0 ~ P ^ H ~ ~ 0 u n ~ W ~ 0 .r. s ~ n 0 H - E ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ -------------------------------------------------------------------- 0, u, qde~DO~p^H (S3~) s,eA~a~u, a~nu,w -------------------------------------------------------------------- (3~)awm,oA (m+q)am,.r. o (S3~)0 0"00. 0.000, 0.00" O"OOO~ ----------------------------------------------------------------------- OE+. O~+. OH. o +. O.H OH~ OEH O~H OH~ o H O.+E OHE OE+E O~+E OHE o +E O.+~ OH~ OE+~ O~+~ OH~ o +~ O>+L OH, OE+, O~+L O,+L O+L 0.+0 OHO OE+O O~+O 0,+0 I I I I I I 66.E'66~ 9E80.L6~ 8H>'V6~ 6n9.,6~ ~,~~"88~ E86L"~8~ 6~L9"08~ 8L96'>L~ OEL..OL~ >~n.~n 8~U . 9S~ 6>80. LV~ LE8,"~E~ .~GU" 9t~ ,8vu' E6t t89rL9t ..66. on 066E"LH ,~~>.L6 >>Er,8 90L r L9 Et96. ~> ~~~E.vu 6En' >E ELtE. L~ 09E9.0~ H06" n ~8>0.0, n.r9 6E9~"E GUn., ~~8~.0 6.60'0 9~. .9t U.98, ~~"60~ EL'~E~ EO.En 0>.66~ 09.nE 99.,6E 00"8>~ >~.8~. t6.869 U "9E6 E~'~8~, LrEL9t E6. L06t Et . 006t H.EtLt Lo'nn 99.68H 98' EtO, 6E.988 O~. ~LL ~E.999 ,~.89S 90..8~ E~.9n U.gE 9~.E8~ E8.60~ 8L. ~Et L,.69 >0.8~ 96'9 I 0 I I 0 I I 0 I I 0 I I 0 I I 0 I I 0 I I 0 I 10 I o I o I I I I I I I I I I 1 I I I A I I A I I A I I A I o I A I o 1 A I 01 A I 10 A I lOA I I 0 AI I 0 AI lOA lOA I OA I 0 I 0 )I o I I I I I I 1 I I I I I 0 I I I AI I A I I o o A I A I A I A I A I A I A I A I A I A I AI A IA o I A o I o I o I I 0 I I I I I I I I I 1 I I I I I A o ,"t. I I I I I I I I I I I I I I I I I I I 5+40 301. 4092 148.78 I Q V I 5+50 303,2361 132.63 I Q V I 6+ 0 304.9248 122.60 I Q V I 6+10 306.4957 114.05 I Q V I 6+20 307.9481 105.45 I Q V I 6+30 309.2500 94.52 IQ VI 6+40 310.4048 83.83 IQ VI 6+50 311. 4475 75.70 IQ VI 7+ 0 312.3808 67.76 IQ vI 7+10 313.2257 61.34 IQ VI 7+20 313.9788 54.68 IQ VI 7+30 314.6451 48.37 Q VI 7+40 315.2339 42.75 Q VI 7+50 315.7460 37.18 Q VI 8+ 0 316.2127 33.89 Q VI. 8+10 316.6311 30.37 Q VI 8+20 317.0071 27.30 Q VI 8+30 317.3284 23.33 Q VI 8+40 317.5804 18.29 Q VI 8+50 317.7163 9.87 Q VI 9+ 0 317.7449 2.07 Q VI 9+10 317.7529 0.58 Q V ----------------------------------------------------------------------- /2... ..1- I I Un i t ~ Y d r 0 g rap h A n a 1 y s i s I Copyright (c) CIVILCADD/cIVILDESIGN, 1992, Version 2.4 I Study date 09/26/96 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 I I The Kieth Companies, Moreno Valley Office - SiN 538 Drainage Area = 2277.00 Acres = 3.558 Sq. Mi. Length along longest watercourse 26360,00 Ft. Length along longest watercourse measured to centroid = Length along longest watercourse = 4.992 Mi. Length along longest watercourse measured to centroid = Difference in elevation = 470.00 Ft. Slope along watercourse = 94.1426 Ft./Mi. Average Manning's IN' = 0.030 Lag time = 0.779 Hr, Lag time = 46.76 Min. 25% of lag time = 11.69 Min. 40% of lag time = 18.70 Min. Unit time = 10.00 Min. Duration of storm = 6 Hour(s) PASEO DEL SOL OFFSITE AREA BASIN I 100 YEAR 6 HOUR STORM EVENT FILE:\PASEO\AIOOX6.UNl I I I I I Area rainfall data: I Area (Acres) [1] 2277.00 Rainfall(In.) [2] 3.42 I Point rain (area Areal adjustment Adjusted average RI Infil. rate (In/Hr) 0.394 0.268 0.221 0.153 averaged) = 3.420 (In.) factor = 99.22 % point rain = 3.393 (In,) Impervious Adj. Infil. (Dec,%) (In/Hr) 0.100 0.359 0.100 0.244 0.100 0,201 0.100 0.139 I 67.0 78.0 82.0 88.0 I Area averaged mean soil loss (F) Minimum soil loss rate (In/Hr) = (for 24 hour storm duration) Soil low loss rate (decimal) = (In/Hr) = 0.097 I 0,900 --------------------------------------------------------------------- I U nit H y d r 0 g rap h Valley S-Curve I /3 Weighting [1*2] 7787.34 Rate Area% (Dec. ) 0.015 0.346 0.249 0.390 Sum (F) = 0.194 12640.00 Ft. 2,394 Mi. F (In/Hr) 0,005 0.084 0.050 0.054 0.194 1-~ I I I I I I I I I I I I I I I I I I I Unit Hydrograph Data Unit time period (hrs) Time % of lag 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0.167 0.333 0.500 0.667 0.833 1. 000 1.167 1. 333 1. 500 1. 667 1. 833 2.000 2.167 2.333 2.500 2.667 2,833 3.000 3.167 3.333 3.500 3.667 3.833 4.000 4.167 4.333 4.500 4,667 4,833 5.000 5.167 5.333 5.500 5.667 5.833 6.000 6,167 6.333 21. 385 42.770 64.156 85.541 106.926 128.311 149,697 171. 082 192.467 213.852 235.238 256.623 278.008 299.393 320.779 342.164 363.549 384.934 406.320 427.705 449.090 470,475 491. 861 513.246 534.631 556.016 577.402 598.787 620.172 641. 557 662.943 684.328 705.713 727.098 748,484 769.869 791. 254 812.639 Distribution Graph % 1. 917 5.809 10.179 14.042 15.124 11. 701 7.599 5.244 3.679 3.047 2.554 2.184 1. 940 1.666 1. 419 1.283 1. 214 0.964 0.930 0.748 0.684 0.665 0.642 0.609 0.483 0.467 0.407 0.385 0.347 0.300 0.284 0.221 0.214 0.214 0.214 0.214 0,214 0.194 Sum = 100.00 Unit Hydrograph cfs-hrs/in 44.0 133.3 233.6 322.2 347.1 268.5 174.4 120,3 84.4 69.9 58.6 50.1 44.5 38.2 32.6 29.4 27.9 22.1 21.3 17.2 15.7 15.3 14.7 14.0 11.1 10.7 9.3 8.8 8.0 6.9 6.5 5.1 4.9 4.9 4.9 4.9 4.9 4.5 Sum= 2294.8 Unit Time Pattern Storm Rain Loss rate (In. /Hr) Effective (Hr. ) Percent (in./hr.) Max I Low (in,/hr.) 1 0.17 1.10 0.224 0.194 0.03 2 0.33 1.20 0.244 0.194 0.05 3 0,50 1. 30 0,265 0.194 0.07 4 0.67 1. 40 0.285 0.194 0.09 5 0.83 1. 40 0.285 0.194 0.09 6 1. 00 1.50 0.305 0.194 0.11 7 1.17 1. 60 0.326 0.194 0.13 8 1.33 1. 60 0.326 0.194 0.13 9 1.50 1. 60 0.326 0.194 0.13 10 1. 67 1. 60 0.326 0.194 0.13 11 1. 83 1. 60 0.326 0.194 0.13 /4 -z..o.. I I I I I I I I I I I I I I I I I I I 12 2.00 1. 70 0.346 0.194 0.15 13 2.17 1. 70 0.346 0.194 0.15 14 2.33 1. 80 0.366 0.194 0.17 15 2.50 1. 80 0.366 0.194 0.17 16 2.67 1. 80 0.366 0.194 0.17 17 2.83 2.00 0.407 0,194 0.21 18 3.00 2.00 0.407 0.194 0.21 19 3.17 2.10 0.428 0.194 0.23 20 3.33 2.20 0.448 0.194 0.25 21 3,50 2.50 0.509 0.194 0.32 22 3.67 2,80 0.570 0.194 0.38 23 3.83 3.00 0.611 0.194 0.42 24 4.00 3.20 0.652 0.194 0.46 25 4.17 3.50 0.713 0.194 0.52 26 4.33 3.90 0.794 0.194 0.60 27 4.50 4.20 0.855 0.194 0.66 28 4.67 4.50 0.916 0.194 0.72 29 4.83 4.80 0.977 0.194 0.78 30 5,00 5.10 1.038 0.194 0,84 31 5,17 6.70 1. 364 0.194 1.17 32 5.33 8.10 1. 649 0.194 1.46 33 5,50 10.30 2.097 0.194 1. 90 34 5.67 2.80 0.570 0.194 0.38 35 5.83 1.10 0.224 0.194 0.03 36 6.00 0.50 0.102 0.194 0.092 0.01 Sum = 100,0 Sum = 13.5 Flood volume = Effective rainfall 2,25 (in. ) times area 2277.0 (Ac.)/12 = 426.3 Acre Feet Total soil loss = 1.15 (In. ) Total soil loss = 217.570 Acre Feet Total rainfall 3.39(In.) Flood volume = Effective rainfall 2.25 (in. ) times area 2277.0000 (Ac.) times 43560/12 = 18569437.1 Cubic Feet Total soil loss : 9477347.9 Cubic Feet -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H 0 U R S TOR M Run 0 f f H Y d r 0 9 rap h Hydrograph in 10 Minute intervals (CFS) Time (h+m) Volume (AF) Q(CFS) 0 525.0 1050.0 1575.0 2100.0 0+10 0.0182 1.32 Q 0+20 0.1038 6.22 Q 0+30 0.3357 16.84 Q 0+40 0.8160 34,87 Q 0+50 1. 6330 59.32 VQ 1+ 0 2:8266 86.65 VQ 1+10 4.4049 114.59 V Q 1+20 6,3574 141. 75 V Q 1+30 8.6586 167.07 V Q 1+40 11. 2828 190.51 V Q 1+50 14.1808 210.40 IV Q 2+ 0 17.2958 226.15 IV Q 2+10 20,5994 239.84 IV Q 2+20 24.0970 253.93 I V Q 2+30 27.8163 270.03 IV Q 15 1fi I I 2+40 31,7791 287.70 V Q I I 2+50 36.0023 306.60 V Q I I I 3+ 0 40.5074 327.07 V Q I I 3+10 45.3192 349.34 V Q I I 3+20 50.4809 374.74 V Q I I 3+30 56.0715 405.87 V Q I I I 3+40 62.1954 444.59 V Q I I 3+50 69.0053 494.40 V QI I 4+ 0 76.6822 557.34 V Q I I 4+10 85.3889 632.11 VI Q I 4+20 95.2551 716.28 VI Q I 4+30 106,3842 807.97 VI Q I 4+40 118.8979 908.49 V Q I I 4+50 132.9263 1018.46 V Q I 5+ 0 148.5648 1135,35 V Q I 5+10 166.0145 1266.85 V Q I 5+20 185.7594 1433.47 V Q I I 5+30 208.6973 1665.30 VI Q I 5+40 234.9951 1909.22 V Q I 5+50 263.3749 2060.37 I V QI 6+ 0 291. 3747 2032.79 I V Q I I 6+10 315.9182 1781.86 I VI Q I 6+20 334.8386 1373.62 I Q V I 6+30 348.6195 1000,49 QI V I 6+40 359.0100 754.35 Q I V I I 6+50 367.2455 597.89 Q I V I 7+ 0 374.1727 502.92 Q I V I 7+10 380.1399 433.22 Q I V I I 7+20 385.3461 377.97 Q V I 7+30 389.9264 332.53 Q V I 7+40 393.9526 292.30 Q V 7+50 397.5178 258.83 Q V I 8+ 0 400.7112 231. 84 Q V 8+10 403.5803 208.29 Q V 8+20 406.1075 183.47 Q V 8+30 408.3871 165.50 Q V I 8+40 410.4207 14 7.64 Q V 8+50 412.2805 135.02 Q V 9+ 0 414.0021 124.99 Q V 9+10 415.5765 114.30 I Q V I 9+20 416.9954 103.01 IQ V 9+30 418.2464 90.83 IQ V 9+40 419.3794 82.25 IQ V 9+50 420.3947 73.71 IQ V I 10+ 0 421.3069 66.23 IQ V 10+10 422.1185 58.92 IQ V 10+20 422.8329 51. 87 Q V I 10+30 423.4646 45.86 Q VI 10+40 424.0119 39.73 Q VI 10+50 424,5023 35.60 Q VI 11+ 0 424.9420 31. 92 Q VI I 11+10 425.3281 28,03 Q VI 11+20 425.6552 23,74 Q VI 11+30 425.9014 17,87 Q VI 11+40 426.0464 10.53 Q VI I 11+50 426.0723 1. 87 Q VI 12+ 0 426.0748 0.18 Q VI 12+10 426.0754 0.05 Q VI ----------------------------------------------------------------------- I I liP ~c, I I U nit H Y d r 0 g rap h A n a 1 y s i s I Copyright (c) CIVILCADD/cIVILDESIGN. 1992, Version 2.4 I Study date 09/26/96 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Drainage Area = 2277.00 Acres = 3.558 Sq. Mi. Length along longest watercourse = 26360.00 Ft. Length along longest watercourse measured to centroid = Length along longest watercourse = 4.992 Mi. Length along longest watercourse measured to centroid = Difference in elevation = 470.00 Ft. Slope along watercourse 94,1426 Ft./Mi. Average Manning's 'N' = 0.030 Lag time = 0.779 Hr. Lag time = 46.76 Min. 25% of lag time = 11.69 Min. 40% of lag time = 18.70 Min. Unit time = 15.00 Min. Duration of storm = 24 Hour(s) I Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 I The Kieth Companies. Moreno Valley Office - SiN I PASEO DEL SOL OFFSITE AREA BASIN I 100 YEAR 24 HOUR STORM EVENT FILE:\PASEO\AI0024.UNl I I I I I Area rainfall data: I Area (Acres) [1] 2277.00 Rainfall(In.) [2] 6.00 I Point rain (area Areal adjustment Adjusted average RI Infil. rate (In/Hr) 0.394 0.268 0.221 0.153 averaged) = 6,000 (In.) factor = 99.56 % point rain = 5.973 (In.) Impervious Adj. Infil. (Dec. %) (In/Hr) 0.100 0.359 0.100 0.244 0.100 0.201 0.100 0.139 I 67.0 78.0 82,0 88.0 I (In/Hr) = 0.097 Area averaged mean soil loss (F) Minimum soil loss rate (In/Hr) = (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 I I U nit H y d r 0 g rap h Valley S-Curve I 11 538 Weighting[1*2] 13662.00 Rate Area% (Dec. ) 0.015 0.346 0.249 0.390 Sum (F) = 0.194 12640.00 Ft. 2,394 ML F (In/Hr) 0.005 0.084 0.050 0.054 0.194 10"\ I I -------------------------------------------------------------------- Unit Hydrograph Data I --------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % cfs-hrs/in --------------------------------------------------------------------- I 1 0.250 32.078 3.177 72.9 2 0.500 64.156 12 . 012 275.6 3 0.750 96.234 20.589 472.5 I 4 1. 000 128.311 20.306 466.0 5 1.250 160.389 11. 678 268.0 6 1. 500 192.467 6.664 152.9 7 1.750 224.545 4.570 104.9 I 8 2.000 256.623 3.554 81.6 9 2.250 288.701 2.897 66.5 10 2.500 320.779 2.313 53.1 11 2.750 352.857 1. 947 44.7 I 12 3.000 384.934 1. 624 37.3 13 3.250 417.012 1. 357 31.1 14 3.500 449.090 1. 069 24.5 15 3.750 481.168 0.996 22.9 I 16 4.000 513.246 0.940 21.6 17 4.250 545.324 0.750 17.2 18 4,500 577 . 402 0.659 15.1 19 4.750 609.480 0.573 13.2 I 20 5.000 641. 557 0.481 11. 0 21 5.250 673.635 0.414 9.5 22 5.500 705.713 0.325 7.5 I 23 5,750 737,791 0.321 7.4 24 6.000 769.869 0.321 7.4 25 6.250 801. 947 0.462 10.6 Sum = 100.00 Sum= 2294.8 I ----------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate (In. /Hr) Effective I (Hr. ) Percent (in. /hr.) Max I Low (in./hr.) 1 0.25 0.20 0.048 0.342 0.043 0.00 2 0.50 0.30 0.072 0.339 0.065 0.01 3 0.75 0.30 0.072 0.335 0.065 0.01 I 4 1. 00 0,40 0.096 0.331 0.086 0.01 5 1.25 0.30 0.072 0.327 0,065 0.01 6 1.50 0.30 0,072 0.323 0.065 0.01 7 1. 75 0.30 0.072 0.319 0.065 0.01 I 8 2.00 0.40 0.096 0,315 0.086 0.01 9 2.25 0.40 0.096 0.311 0.086 0.01 10 2,50 0.40 0.096 0.308 0.086 0.01 11 2.75 0.50 0.119 0.304 0.108 0.01 I 12 3.00 0.50 0.119 0.300 0.108 0.01 13 3.25 0.50 0.119 0.296 0.108 0.01 14 3.50 0.50 0.119 0.293 0,108 0.01 I 15 3.75 0.50 0.119 0,289 0.108 0.01 16 4.00 0.60 0.143 0.285 0.129 0.01 17 4.25 0.60 0.143 0.282 0.129 0.01 18 4.50 0.70 0.167 0.278 0.151 0.02 I 19 4.75 0.70 0.167 0.275 0.151 0.02 20 5.00 0.80 0.191 0.271 0.172 0.02 21 5.25 0.60 0.143 0.268 0.129 0,01 22 5.50 0.70 0.167 0.264 0.151 0.02 I 23 5,75 0.80 0.191 0.261 0,172 0.02 24 6,00 0.80 0.191 0.257 0.172 0.02 I IS ~ I I 25 6,25 0.90 0.215 0.254 0.194 0.02 26 6,50 0.90 0.215 0.250 0.194 0.02 I 27 6.75 1. 00 0.239 0.247 0.215 0.02 28 7.00 1. 00 0.239 0.244 0.215 0.02 29 7.25 1. 00 0.239 0.240 0.215 0.02 30 7,50 1.10 0.263 0.237 0.03 I 31 7.75 1.20 0,287 0.234 0.05 32 8.00 1.30 0.311 0.231 0.08 33 8.25 1.50 0,358 0.227 0.13 I 34 8.50 1.50 0.358 0.224 0.13 35 8.75 1. 60 0,382 0.221 0.16 36 9.00 1. 70 0.406 0.218 0.19 37 9.25 1. 90 0.454 0.215 0.24 I 38 9.50 2.00 0,478 0.212 0.27 39 9,75 2.10 0.502 0.209 0.29 40 10.00 2.20 0.526 0.206 0.32 41 10.25 1.50 . 0.358 0.203 0.16 I 42 10.50 1.50 0.358 0.200 0.16 43 10.75 2.00 0.478 0,197 0.28 44 11.00 2.00 0.478 0.194 0.28 45 11.25 1. 90 0.454 0.191 0.26 I 46 11. 50 1. 90 0.454 0.188 0.27 47 11. 75 1. 70 0.406 0.186 0.22 48 12.00 1. 80 0.430 0,183 0.25 49 12.25 2.50 0.597 0.180 0.42 I 50 12.50 2,60 0.621 0.177 0.44 51 12.75 2.80 0.669 0.175 0.49 52 13.00 2.90 0.693 0.172 0.52 I 53 13.25 3.40 0.812 0.170 0.64 54 13.50 3.40 0.812 0.167 0.65 55 13,75 2.30 0.550 0.164 0.39 56 14.00 2.30 0.550 0.162 0.39 I 57 14.25 2.70 0,645 0.159 0.49 58 14.50 2.60 0.621 0.157 0.46 59 14.75 2.60 0.621 0.155 0.47 60 15.00 2.50 0.597 0.152 0.45 I 61 15.25 2.40 0.573 0.150 0.42 62 15.50 2.30 0.550 0.148 0.40 63 15.75 1. 90 0.454 0.145 0.31 64 16,00 1. 90 0,454 0.143 0.31 I 65 16.25 0.40 0.096 0.141 0.086 0.01 66 16.50 0.40 0.096 0.139 0.086 0.01 67 16.75 0,30 0.072 0.137 0.065 0,01 68 17.00 0,30 0.072 0.135 0.065 0.01 I 69 17.25 0.50 0.119 0.133 0.108 0.01 70 17,50 0.50 0.119 0.131 0.108 0.01 71 17.75 0.50 0.119 0.129 0.108 0.01 I 72 18.00 0.40 0.096 0.127 0,086 0.01 73 18.25 0.40 0.096 0.125 0.086 0.01 74 18.50 0.40 0.096 0.123 0.086 0.01 75 18.75 0.30 0.072 0.121 0.065 0.01 I 76 19.00 0.20 0.048 0.120 0.043 0.00 77 19.25 0.30 0.072 0.118 0.065 0.01 78 19.50 0,40 0.096 0.116 0,086 0,01 79 19.75 0.30 0.072 0.115 0.065 0,01 I 80 20.00 0.20 0.048 0.113 0.043 0.00 81 20.25 0.30 0.072 0.112 0.065 0.01 82 20.50 0,30 0.072 0.110 0,065 0.01 83 20.75 0.30 0.072 0.109 0.065 0.01 I 84 21. 00 0.20 0.048 0.107 0.043 0.00 85 21.25 0,30 0.072 0.106 0.065 0.01 I ,'1 7,..<\ 86 21. 50 0.20 0.048 0.105 0.043 0.00 87 21. 75 0.30 0.072 0.104 0.065 0.01 88 22.00 0.20 0.048 0.103 0.043 0.00 89 22.25 0.30 0.072 0.102 0.065 0.01 90 22,50 0.20 0.048 0.101 0.043 0.00 91 22.75 0.20 0.048 0.100 0.043 0.00 92 23.00 0.20 0.048 0.099 0.043 0.00 93 23.25 0.20 0.048 0.098 0.043 0.00 94 23.50 0.20 0.048 0.098 0.043 0.00 95 23.75 0.20 0.048 0.097 0.043 0,00 96 24.00 0,20 0.048 0.097 0.043 0.00 Sum = 100.0 Sum = 11.6 Flood volume = Effective rainfall 2.91 (in.) times area 2277.0 (Ac.)/12 = 552.3 Acre Feet Total soil loss = 3,06 (In. ) Total soil loss = 581.146 Acre Feet Total rainfall = 5.97 (In.) Flood volume = Effective rainfall 2.91 (in. ) times area 2277.0000 (Ac.) times 43560/12 = 24057808.3 cubic Feet Total soil 105s = 25314698.2 Cubic Feet ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H 0 U R S TOR M Run 0 f f H Y d r 0 9 rap h Hydrograph in 15 Minute intervals (CFS) Time (h+m) Volume (AF) Q(CFS) 0 300.0 600.0 900.0 1200.0 0+15 0.0072 0.35 Q 0+30 0.0452 1. 84 Q 0+45 0.1435 4.76 Q 1+ 0 0,3147 8.29 Q 1+15 0,5453 11.16 Q 1+30 0.8141 13.01 Q 1+45 1.1004 13.86 Q 2+ 0 1,3937 14.20 Q 2+15 1. 7056 15.09 Q 2+30 2.0469 16.52 Q 2+45 2.4208 18.09 Q 3+ 0 2.8266 19.64 Q 3+15 3.2675 21. 34 Q 3+30 3.7402 22.88 Q 3+45 4.2332 23.86 Q 4+ 0 4.7436 24.70 Q 4+15 5.2778 25.86 Q 4+30 5.8475 27.57 Q 4+45 6.4609 29.69 Q 5+ 0 7,1201 31. 91 VQ 5+15 7.8211 33.93 VQ 5+30 8.5442 35.00 VQ 5+45 9.2761 35.42 VQ 6+ 0 10.0237 36,18 VQ 6+15 10.8121 38,16 VQ 6+30 11.6482 40.47 vQ 6+45 12.5315 42.75 VQ 7+ 0 13,4645 45.16 VQ 7+15 14.4428 47.35 Q 20 ~ I I 7+30 15.4624 49,35 IQ 1 7+45 16.5583 53.04 IQ I I 8+ 0 17.8849 64.21 IVQ 1 8+15 19.7385 89.71 IVQ I 8+30 22.4342 130.47 IV Q 1 I 8+45 26.1124 178.03 IV Q I 9+ 0 30.7537 224.64 IV Q I 9+15 36.3558 271.14 IV QI 9+30 43.1027 326.55 I V Q I 9+45 51.1597 389.96 1 V I Q 10+ 0 60.5639 455.16 I V I Q 10+15 70.9562 502.99 I V I Q 10+30 81. 4635 508.55 I V I Q I 10+45 91. 3460 478.31 I V I Q 11+ 0 100.8978 462.31 I V I Q 11+15 111.1244 494.96 I V I Q 11 +30 122.2363 537.82 I VI Q I 11+45 133.6962 554.66 I VI Q 12+ 0 145.1023 552,06 I V Q 12+15 156.6123 557.08 I V Q 12+30 169.0877 603.81 I V Q I 12+45 183.5697 700.93 I V I Q 13+ 0 200.3723 813.25 I V I Q 13+15 219.2664 914.47 I V I Q 13+30 240.3477 1020.33 I V I I Q I 13+45 263.2754 1109.70 I VI I Q 14+ 0 286.6015 1128.98 I V I Q 14+15 308,7510 1072.03 I I V I Q I 14+30 329.7325 1015.51 I 1 V I Q 14+45 350.7256 1016.06 I I V I Q 15+ 0 372 .1003 1034.54 I I V I Q 15+15 393.5132 1036.38 I I VI Q I 15+30 414.6504 1023.04 1 I V Q 15+45 435.1742 993.35 I I V Q 16+ 0 454.6962 944.86 1 I IQV 16+15 472.5032 861. 86 I I Q I V I 16+30 487.5424 727.90 I 1 Q I V 16+45 499.0603 557.46 I Q I I V 17+ 0 507.3198 399.76 I Q' I V 17+15 513.6366 305.73 I Q I V I 17+30 518.7899 249.42 I Q I I V 17+45 523.1588. 211.46 I Q I V 18+ 0 526.9370 182.86 I Q I V 18+15 530.2178 158.80 I Q I V I 18+30 533.0535 137.25 I Q I V 18+45 535.5069 118.74 I Q V 19+ 0 537.6322 102.87 I Q VI I 19+15 539.4632 88,62 I Q VI 19+30 541. 0225 75,47 I Q VI 19+45 542.3412 63.83 I Q VI 20+ 0 543.5024 56.20 IQ VI I 20+15 544.5273 49.61 IQ VI 20+30 545.4003 42.25 IQ VI 20+45 546.1563 36.59 IQ VI 21+ 0 546.8201 32.13 IQ VI I 21+15 547.3957 27.86 Q VI 21+30 547.8930 24.07 Q VI 21+45 548.3138 20,37 Q VI 22+ 0 548.6850 17,97 Q VI I 22+15 548.9856 14.55 Q VI 22+30 549.2839 14.44 Q VI I 21 1>\ I I I I I I I I I I I I I I I I I I I 22+45 23+ 0 23+15 23+30 23+45 24+ 0 24+15 24+30 24+45 25+ 0 25+15 25+30 25+45 26+ 0 26+15 26+30 ' 26+45 27+ 0 27+15 27+30 27+45 28+ 0 28+15 28+30 28+45 29+ 0 29+15 29+30 29+45 30+ 0 549.5746 549.8548 550.1200 550.3744 550.6228 550.8667 551.1005 551. 3042 551. 4589 551. 5660 551. 6458 551. 7095 551. 7615 551.8045 551. 8407 551.8709 551. 8963 551. 9172 551. 9351 551. 9500 551. 9628 551. 9729 551. 9814 551. 9880 551. 9933 551. 9975 552.0007 552.0032 552.0050 552.0060 14.07 Q 13.56 Q 12.83 Q 12 . 32 Q 12 . 02 Q 11.81 Q 11. 32 Q 9.86 Q 7.49 Q 5.18 Q 3.86 Q 3.09 Q 2.51 Q 2.08 Q 1. 75 Q 1. 47 Q 1. 23 Q 1. 01 Q 0.87 Q 0.72 Q 0.62 Q 0,49 Q 0,42 Q 0,32 Q 0.25 Q 0.20 Q 0.16 Q 0.12 Q 0.09 Q 0.05 Q VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI VI zz. 1>"" I I I I I I I I I I I I I I I I I I I ~ ~ APPENDIX "B" UNIT HYDROGRAPH CALCULATIONS FOR ONSITE AREA 100- YEAR 3-HOUR 100- YEAR 6-HOUR 100-YEAR 24-HOUR . Ii' ~"> I I U nit H Y d r 0 g rap h A n a 1 y s i s I Copyright (c) CIVILCADD/CIVILDESIGN, 1992, Version 2.4 I Study date 09/30/96 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 I The Kieth Companies, Moreno Valley Office - SiN 538 I PASEO DEL SOL WATERSHED AREA TO LINE "s" AT HIGHWAY 79 100 YEAR 3 HOUR STORM EVENT FILE:\PASEO\821003.UNl I Drainage Area = 164.90 Acres 0.258 Sq. Mi. Length along longest watercourse 5420,00 Ft. Length along longest watercourse measured to centroid = Length along longest watercourse = 1.027 Mi. Length along longest watercourse measured to centroid = Difference in elevation = 196.00 Ft. Slope along watercourse 190,9373 Ft./Mi. Average Manning's IN' = 0.015 Lag time = 0.108 Hr. Lag time = 6.49 Min. 25% of lag time = 1.62 Min. 40% of lag time = 2.60 Min. Unit time = 10.00 Min. Duration of storm = 3 Hour(s) I I I I Area rainfall data: I Area (Acres) [1] 164.90 Rainfall(In.) [2] 2.28 Weighting [1*2] 375.97 I Point rain (area Areal adjustment Adjusted average RI Infil. rate ( In/Hr) 69.0 0.373 Rate Area% (Dec. ) 1.000 Sum (F) = 0.205 averaged) = 2.280 (In.) factor = 99.93 % point rain = 2.278 (In.) Impervious Adj. Infil. (Dec.%) (In/Hr) 0.500 0.205 I (In/Hr) = 0.103 Area averaged mean soil 105S (F) Minimum soil loss rate (In/Hr) = (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 I I U nit H y d r 0 g rap h Valley S-Curve I Unit Hydrograph Data I 23 3000.00 Ft. 0.568 Mi. F (In/Hr) 0,205 0.205 ?;PI. I I I I I I I I I I I I I I I I I I I Unit time period (hrs) Time % of lag Distribution Graph % Unit Hydrograph cfs-hrs/in 1 0,167 154.132 34.160 56,8 2 0.333 308.263 46,705 77.6 3 0.500 462.395 10.946 18.2 4 0.667 616.526 4.759 7.9 5 0.833 770.658 2.351 3.9 6 1. 000 924.789 1. 079 1.8 Stun = 100.00 Sum= 166.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Storm Rain (in./hr. ) 0.355 0.355 0.451 0.451 0.451 0.465 0.601 0.574 0.725 0,697 0.875 0.807 0.998 1.162 1. 927 1. 927 0.519 0.328 Loss rate(In./Hr) Max I Low 0.205 0.205 0.205 0.205 0.205 0.205 0.205 0,205 0.205 0,205 0.205 0.205 0.205 0.205 0.205 0.205 0.205 0.205 Sum = 1. 66 (in.) 22.9 Acre Feet Effective (in. /hr.) 0.15 0.15 0.25 0.25 0.25 0.26 0,40 0.37 0.52 0.49 0.67 0.60 0.79 0.96 1.72 1. 72 0.31 0.12 10.0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H 0 U R S TOR M Run 0 f f H Y d r 0 g rap h Hydrograph in 10 Time (h+m) Volume (AF) 0+10 0+20 0+30 0+40 0+50 1+ 0 HIO 0.1176 0,3960 0,7868 1.2964 1.8381 2.4045 3.0976 Unit Time Pattern (Hr.) Percent 0.17 2.60 0.33 2.60 0.50 3.30 0.67 3.30 0.83 3.30 1.00 3.40 1.17 4.40 1.33 4.20 1.50 5.30 1.67 5.10 1.83 6.40 2.00 5.90 2,17 7,30 2.33 8.50 2.50 14.10 2.67 14.10 2.83 3.80 3.00 2.40 Sum = 100.0 Flood volume = Effective rainfall times area 164.9 (Ac.)/12 = Total soil loss = 0.62 (In.) Total soil loss = 8.453 Acre Feet Total rainfall = 2.28 (In. ) Flood volume = Effective rainfall 1.66 (in,) times area 164.9000 (Ac.) times 43560/12 = 995590.9 Cubic Feet Total soil loss = 368202.8 Cubic Feet Q(CFS) 0 8.54 20.21 28.38 36.99 39.32 41.13 50,32 Minute intervals (CFS) 75.0 150.0 VQ V Q IV Q I V Q I V Q I VQ I VQ 24 225.0 300.0 ;0 ?:J? I I I I I I I I I I I I I I I I I I I 1+20 3.9213 59.80 I VQ I I I I 1+30 4.8691 68.81 I VQI I I I 1+40 5.9650 79.57 I Q I I I 1+50 7.2131 90.61 I I Q I I I 2+ 0 8.6092 101. 35 I I Q V I I I 2+10 10.1308 110.47 I I Q V I I I 2+20 11. 9897 134.96 I I Q V I I 2+30 14.6721 194.74 I I I Q I I 2+40 18.2355 258.71 I I I IV Q I 2+50 20.9163 194.62 I I I Q I V I 3+ 0 22.0389 81. 51 I Q I I V I 3+10 22.5532 37.34 I Q I I I VI 3+20 22.7535 14.54 IQ I I I VI 3+30 22.8264 5.29 Q I I I VI 3+40 22.8408 1.04 Q I I I VI 3+50 22.8438 0,22 Q I I I V ----------------------------------------------------------------------- zS ?:J- I I U nit H Y d r 0 g rap h A n a 1 y s i s I Copyright (c) CIVILCADD/CIVILDESIGN, 1992, Version 2.4 I Study date 09/30/96 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 I The Kieth Companies, Moreno Valley Office - SIN 538 --------------------------------------------------------------------- I PASEO DEL SOL WATERSHED AREA TO LINE "S" AT HIGHWAY 79 100 YEAR 6 HOUR STORM EVENT FILE:\PASEO\821006.UNl I -------------------------------------------------------------------- I Drainage Area = 164.90 Acres = 0.258 Sq. Mi. Length along longest watercourse = 5420.00 Ft. Length along longest watercourse measured to centroid = Length along longest watercourse = 1.027 Mi. Length along longest watercourse measured to centroid = Difference in elevation = 196.00 Ft. Slope along watercourse = 190.9373 Ft,/Mi. Average Manning's tN' = 0.015 Lag time = 0.108 Hr. Lag time = 6.49 Min. 25% of lag time = 1.62 Min. 40% of lag time = 2.60 Min. Unit time = 10.00 Min. Duration of storm = 6 Hour(s) 3000.00 Ft. 0.568 Mi. I I I Area rainfall data: I Area (Acres) [1] 164.90 Rainfall(In.) [2] 3,42 Weighting [1*2] 563.96 I Point rain (area Areal adjustment Adjusted average RI Infil. rate (In/Hr) 69.0 0.373 averaged) = 3,420 (In.) factor = 99.94 % point rain = 3.418 (In.) Impervious Adj, Infil. (Dec. %) (In/Hr) 0.500 0.205 I Area averaged mean soil loss (F) Minimum soil loss rate (In/Hr) (for 24 hour storm duration) Soil low loss rate (decimal) = (In/Hr) = 0.103 Rate Area% (Dec. ) 1. 000 Sum (F) = 0.205 F (In/Hr) 0.205 0.205 I 0.900 --------------------------------------------------------------------- I U nit H y d r 0 g rap h Valley S-Curve -------------------------------------------------------------------- I Unit Hydrograph Data --------------------------------------------------------------------- I '2~ "'-01 I I I I I I I unit time period (hrs) Time % of lag Distribution Graph % Unit Hydrograph cfs-hrs/in 1 0.167 154.132 34,160 56.8 2 0.333 308.263 46.705 77.6 3 0.500 462.395 10,946 18.2 4 0.667 616.526 4.759 7.9 5 0.833 770.658 2.351 3.9 6 1.000 924.789 1. 079 1.8 Sum = 100.00 S um= 166.2 ----------------------------------------------------------------------- I I I I I I I I I I I I Unit Time Pattern storm Rain Loss rate (In. /Hr) Effective (Hr, ) Percent (in./hr.) Max I Low (in./hr.) 1 0.17 1.10 0.226 0.205 0.02 2 0.33 1.20 0.246 0.205 0.04 3 0.50 1.30 0.267 0.205 0.06 4 0.67 1. 40 0.287 0.205 0.08 5 0.83 1. 40 0.287 0.205 0.08 6 1. 00 1. 50 0.308 0.205 0.10 7 1.17 1.60 0.328 0.205 0.12 8 1. 33 1.60 0.328 0.205 0.12 9 1.50 1.60 0.328 0.205 0.12 10 1. 67 1. 60 0.328 0.205 0.12 11 1. 83 1. 60 0.328 0.205 0.12 12 2.00 1. 70 0.349 0.205 0.14 13 2.17 1. 70 0.349 0.205 0.14 14 2.33 1. 80 0.369 0.205 0,16 15 2.50 1. 80 0.369 0.205 0.16 16 2.67 1. 80 0.369 0.205 0.16 17 2.83 2.00 0.410 0.205 0.21 18 3,00 2,00 0.410 0.205 0.21 19 3.17 2.10 0.431 0.205 0.23 20 3.33 2.20 0.451 0.205 0.25 21 3.50 2.50 0.513 0.205 0.31 22 3.67 2.80 0.574 0.205 0,37 23 3.83 3.00 0.615 0.205 0.41 24 4.00 3.20 0.656 0.205 0.45 25 4.17 3.50 0.718 0.205 0.51 26 4.33 3.90 0.800 0.205 0.59 27 4.50 4.20 0,861 0.205 0.66 28 4.67 4.50 0.923 0.205 0.72 29 4.83 4.80 0.984 0.205 0.78 30 5.00 5.10 1. 046 0.205 0.84 31 5.17 6.70 1.374 0.205 1.17 32 5.33 8.10 1.661 0.205 1. 46 33 5.50 10.30 2,112 0.205 1. 91 34 5.67 2.80 0.574 0.205 0.37 35 5.83 1.10 0.226 0.205 0,02 36 6.00 0.50 0,103 0.205 0.092 0,01 Sum = 100,0 Sum = 13.2 Flood volume = Effective rainfall 2.21 (in. ) times area 164.9 (Ac.)/12 = 30,3 Acre Feet Total soil loss = 1.21 (In. ) Total soil loss = 16.647 Acre Feet Total rainfall = 3.42(In.) Flood volume = Effective rainfall 2.21 (in. ) times area 164.9000 (Ac. ) times 43560/12 1320850.1 Cubic Feet Total soil loss = 725157.0 Cubic Feet 2.1 ~~ I I I I I I I -------------------------------------------------------------------- -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H 0 U R S TOR M Run 0 f f H Y d r 0 9 rap h -------------------------------------------------------------------- Hydrograph in 10 Minute intervals (CFS) -------------------------------------------------------------------- Time (h+m) Vo1urne(AF) Q(CFS) 0 75.0 150.0 225.0 300.0 ------------------------------------------------------------- --------- 0+10 0+20 0+30 0+40 0+50 1+ 0 1+10 1+20 1+30 1+40 1+50 2+ 0 2+10 2+20 2+30 2+40 2+50 3+ 0 3+10 3+20 3+30 3+40 3+50 4+ 0 4+10 4+20 4+30 4+40 4+50 5+ 0 5+10 5+20 5+30 5+40 5+50 6+ 0 6+10 6+20 6+30 6+40 6+50 I I I I I I I I I I I I 0.0161 0.0702 0.1673 0.3099 0.4828 0.6808 0.9205 1.1890 1. 4653 1.7450 2,0262 2.3240 2.6438 2,9847 3.3498 3.7211 4.1272 4.5783 5.0562 5.5765 6.1742 6.8942 7.7308 8.6671 9.7161 10.9146 12.2725 13.7748 15.4197 17.2065 19.3431 22.0820 25.5745 28,4590 29.5900 30.0275 30.2225 30.2942 30.3056 30.3066 30.3069 1.17 3.93 7.06 10.35 12.56 14.37 17.41 19.49 20.06 20.30 20.42 21. 62 23.21 24.75 26.50 26.96 29.48 32.75 34.70 37.78 43.39 52.27 60.74 67.97 76.16 87.01 98.59 109.07 119.42 129.72 155.12 198.84 253.55 209,42 82.11 31. 76 14.15 5.21 0.82 0.08 0.02 Q I Q I Q I VQ I VQ I VQ I IVQ I VQ I VQ I Q I Q I QV I Q I Q I QV I QV I Q V I Q V I Q V I Q V I Q V I Q VI Q V Q V Q V IQ I I I I I I I I I I I I I Q I Q I IQ I Q I Q I Q I Q I V Q V Q V Q Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I V IV Q I I I I I I I I I I V Q I I I I I I I I I I I VI I I I I I I I I I V Q I I I I I I I I I I I I I VI VI VI VI VI VI VI Q ----------------------------------------------------------------------- 23 "!f\ I I U nit H Y d r 0 g rap h A n a 1 y s i s I copyright (c) CIVILCADD/CIVILDESIGN, 1992, version 2.4 I Study date 09/30/96 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ I Riverside County synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 I The Kieth Companies, Moreno Valley Office - SiN 538 --------------------------------------------------------------------- I PASEO DEL SOL WATERSHED AREA TO LINE "s" AT HIGHWAY 79 100 YEAR 24 HOUR STORM EVENT FILE:\PASEO\821024.UN1 I Drainage Area = 164.90 Acres = 0.258 Sq. Mi. Length along longest watercourse 5420.00 Ft. Length along longest watercourse measured to centroid ; Length along longest watercourse = 1.027 Mi. Length along longest watercourse measured to centroid ; Difference in elevation; 196.00 Ft. Slope along watercourse; 190.9373 Ft./Mi. Average Manning's IN' = 0.015 Lag time = 0.108 Hr. Lag time; 6.49 Min. 25% of lag time; 1.62 Min. 40% of lag time; 2.60 Min. Unit time; 15.00 Min, Duration of storm; 24 Hour(s) I I I I Area rainfall data: I Area (Acres) [I] 164.90 Rainfal1(In.) [2] 6.00 Weighting[1*2] 989.40 I Point rain (area Areal adjustment Adjusted average RI Infi1. rate (In/Hrl 69.0 0.373 averaged); 6,000 (In.) factor; 99.97 % point rain; 5.998 (In.) Impervious Adj. Infi1. (Dec.%1 (In/Hr) 0.500 0.205 Rate Area% (Dec. ) 1. 000 Sum (F) ; 0.205 I (In/Hr) 0.103 Area averaged mean soil loss (F) Minimum soil loss rate (In/Hr) (for 24 hour storm duration) Soil low loss rate (decimal) ; 0.900 I I U nit H y d r 0 g rap h Valley S-Curve I Unit Hydrograph Data I 29 3000.00 Ft. 0.568 Mi. F ( In/Hr) 0.205 0.205 A.o -------- I I Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % cfs-hrs/in I --------------------------------------------------------------------- 1 0.250 231.197 48.321 80.3 2 0.500 462.395 41. 250 68.6 I 3 0.750 693.592 7.650 12.7 4 1. 000 924.789 2.779 4.6 Sum = 100.00 Sum= 166.2 ----------------------------------------------------------------------- I Unit Time Pattern Storm Rain Loss rate (In. /Hr) Effective (Hr. ) Percent (in./hr.) Max I Low (in./hr.) I 1 0.25 0.20 0.048 0.362 0.043 0.00 2 0,50 0.30 0.072 0.358 0.065 0.01 3 0.75 0.30 0.072 0.354 0.065 0.01 4 1. 00 0.40 0.096 0.350 0,086 0.01 I 5 1.25 0.30 0.072 0.345 0.065 0.01 6 1. 50 0.30 0.072 0.341 0.065 0.01 7 1. 75 0.30 0.072 0.337 0.065 0.01 8 2.00 0.40 0.096 0.333 0.086 0.01 I 9 2.25 0.40 0.096 0.329 0.086 0.01 10 2.50 0.40 0.096 0.325 0.086 0.01 11 2.75 0.50 0.120 0.321 0.108 0.01 12 3.00 0.50 0.120 0.317 0.108 0.01 I 13 3.25 0.50 0.120 0.313 0.108 0.01 14 3.50 0.50 0.120 0.309 0.108 0.01 15 3.75 0.50 0.120 0.306 0.108 0.01 16 4.00 0.60 0.144 0.302 0.130 0.01 I 17 4.25 0.60 0.144 0.298 0.130 0.01 18 4,50 0.70 0.168 0.294 0.151 0.02 19 4.75 0.70 0.168 0.290 0.151 0.02 I 20 5,00 0,80 0.192 0.287 0,173 0,02 21 5.25 0.60 0.144 0.283 0.130 0.01 22 5.50 0,70 0.168 0.279 0.151 0.02 23 5,75 0.80 0,192 0.275 0.173 0.02 I 24 6.00 0.80 0,192 0.272 0.173 0.02 25 6.25 0.90 0.216 0.268 0.194 0.02 26 6.50 0.90 0.216 0.265 0.194 0.02 27 6.75 1. 00 0.240 0.261 0.216 0.02 I 28 7.00 1. 00 0.240 0.258 0.216 0.02 29 7.25 1. 00 0.240 0.254 0.216 0.02 30 7.50 1.10 0.264 0.251 0.01 31 7.75 1.20 0.288 0.247 0.04 I 32 8.00 1.30 0.312 0.244 0.07 33 8.25 1.50 0.360 0.240 0.12 34 8.50 1.50 0.360 0.237 0.12 35 8.75 1.60 0.384 0,234 0.15 I 36 9.00 1. 70 0.408 0.230 0.18 37 9.25 1. 90 0.456 0.227 0.23 38 9.50 2.00 0.480 0.224 0.26 39 9.75 2.10 0.504 0.221 0.28 I 40 10.00 2.20 0.528 0.218 0.31 41 10.25 1. 50 0.360 0.214 0.15 42 10.50. 1.50 0.360 0.211 0.15 I 43 10.75 2.00 0.480 0.208 0.27 44 11. 00 2.00 0.480 0.205 0.27 45 11. 25 1. 90 0.456 0.202 0.25 46 11.50 l.90 0.456 0.199 0.26 I 47 11. 75 1. 70 0.408 0.196 0.21 48 12.00 1. 80 0,432 0.193 0.24 I 3c 1\\ I I I I I I I I I I I I I I I I I I I 12.25 2.50 12.50 2.60 12.75 2.80 13.00 2.90 13.25 3.40 13.50 3.40 13.75 2.30 14.00 2.30 14.25 2.70 14.50 2.60 14.75 2.60 15.00 2.50 15.25 2.40 15.50 2.30 15.75 1.90 16.00 1.90 16.25 0.40 16.50 0.40 16.75 0.30 17.00 0.30 17.25 0.50 17,50 0.50 17.75 0.50 18.00 0,40 18,25 0.40 18.50 0.40 18.75 0.30 19.00 0.20 19.25 0.30 19.50 0,40 19.75 0,30 20.00 0.20 20.25 0.30 20.50 0,30 20.75 0.30 21.00 0.20 21.25 0.30 21.50 0.20 21. 75 0.30 22.00 0.20 22.25 0.30 22.50 0.20 22.75 0.20 23.00 0.20 23.25 0.20 23.50 0.20 23.75 0.20 24.00 0.20 Sum = 100.0 Flood volume = Effective rainfall times area 164.9 (Ac.)/12 = Total soil 1055 = 3.16 (In.) Total soil 1055 = 43.455 Acre Feet Total rainfall = 6.00(In.) Flood volume = Effective rainfall 2.84 (in.) times area 164.9000 (Ac.) times 43560/12 = 1697451.2 Cubic Feet Total soil loss = 1892914.1 Cubic Feet 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 0.600 0.624 0.672 0.696 0.816 0.816 0.552 0.552 0.648 0.624 0,624 0.600 0.576 0.552 0,456 0.456 0.096 0,096 0.072 0.072 0.120 0,120 0.120 0,096 0.096 0.096 0.072 0.048 0.072 0.096 0.072 0.048 0.072 0.072 0.072 0.048 0,072 0.048 0.072 0.048 0.072 0.048 0.048 0.048 0.048 0.048 0.048 0.048 0.190 0.188 0.185 0.182 0,179 0.177 0.174 0.171 0.169 0.166 0.163 0.161 0.159 0.156 0.154 0.151 0.149 0.147 0.145 0.142 0.140 0.138 0.136 0.134 0.132 0.130 0.128 0,126 0.125 0.123 0.121 0.120 0.118 0.116 0.115 0.114 0.112 0.111 0.110 0.109 0,108 0.107 0.106 0.105 0.104 0.103 0.103 0.103 0.086 0.086 0.065 0.065 0.108 0.108 0.108 0.086 0.086 0.086 0.065 0.043 0.065 0.086 0,065 0.043 0.065 0.065 0.065 0.043 0.065 0.043 0.065 0.043 0.065 0.043 0.043 0.043 0.043 0.043 0.043 0.043 Sum = 2.84 (in,) 39.0 Acre Feet 0.41 0.44 0.49 0.51 0.64 , 0.64 0.38 0.38 0.48 0.46 0.46 0.44 0.42 0.40 0.30 0.30 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.01 0.01 0.01 0.00 0.01 0.01 0.01 0.00 0.01 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11. 3 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++~ 31 ",,1,. I I I I I I I I I I I I I I I I I I I 24 - H 0 U R S TOR M Run 0 f f H Y d r 0 9 rap h -------------------------------------------------------------------- Hydrograph in 15 Minute intervals (CFS) Time (h+m) Volume (AFl Q(CFS) 0 50.0 100.0 150.0 200.0 ----------------------------------------------------------------------- 0+15 0.0080 0,39 Q I 0+30 0,0267 0.91 Q I 0+45 0.0501 1.13 Q I 1+ 0 0.0786 1.38 Q I 1+15 0.1067 1.36 Q I 1+30 0.1320 1.23 Q I 1+45 0.1570 1.21 Q I 2+ 0 0.1857 1.39 Q I 2+15 0.2178 1.55 Q I 2+30 0.2505 1.58 Q 2+45 0.2874 1. 79 Q 3+ 0 0.3277 1. 95 Q 3+15 0.3687 1. 98 Q 3+30 0.4099 1. 99 Q 3+45 0.4511 1. 99 Q 4+ 0 0.4963 2.19 Q 4+15 0.5448 2.35 Q 4+30 0.5980 2.57 Q 4+45 0.6548 2.75 Q 5+ 0 0.7162 2.97 Q 5+15 0.7733 2.76 Q 5+30 0.8282 2.66 Q 5+45 0.8895 2.96 Q 6+ 0 0.9543 3.14 Q 6+15 1.0239 3.37 QV 6+30 1. 0972 3.55 QV 6+45 1.1751 3.77 QV 7+ 0 1.2566 3.95 QV 7+15 1.3388 3.98 QV 7+30 1. 4034 3.13 QV 7+45 1.4983 4.60 QV 8+ 0 1. 6748 8.54 Q 8+15 1. 9815 14.84 Q 8+30 2.3763 19.11 VQ 8+45 2.8372 22,31 V Q 9+ 0 3.3879 26.65 V Q 9+15 4.0698 33.00 V Q 9+30 4.8792 39.17 V Q 9+45 5.7883 44.00 V Q 10+ 0 6.7931 48.63 V Q 10+15 7,5727 37.73 Q 10+30 8.1337 27.15 Q V 10+45 8 . 8626 35.28 Q V 11+ 0 9.7558 43.23 Q V I 11+15 10.6512 43.34 Q V I 11+30 11.5344 42.75 Q IV I 11+45 12.3419 39.08 Q I V I 12+ 0 13.1290 38.10 Q I V I 12+15 14.2262 53.10 Q V I 12+30 15.6126 67.10 I Q V I 12+45 17.1688 75.32 I Q V I 13+ 0 18.8647 82.08 I Q VI 13+15 20.8180 94.54 I Q V 32- ~; I I I I I I I I I I I I I I I I I I I ~ ~ APPENDIX "e" ROUTING CALCULATIONS FOR OFFSITE AREA FLOWS AT POINT 1 100- YEAR 3-HOUR . fii 1 A..t; I I I FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1991 study date: 09/30/96 I --------------------------------------------------------------------- I PASEO DEL SOL ROUTE OFFSITE AREA BASIN I 100 YEAR 3 HOUR STORM EVENT FILE:\PASEO\RAX3.HYD I -------------------------------------------------------------------- The Kieth Companies, Moreno Valley Office - SiN 538 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: a100x3.rte ****************************HYDROGRAPH DATA*********.***************... Number of intervals = 55 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 1907.9 (CFS) Total volume = 317.75 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 I I I Peak (CFS) Vol (Ac.Ft) *********************************************************************** I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to POint/Station 2.000 **** RETARDING BASIN ROUTING **** I User entry of depth-outflow-storage data I Total number of inflow hydro graph intervals = 55 Hydrograph time unit = 10.000 (Min.) Initial depth in storage basin = O.OO(Ft,) I Initial basin depth = Initial basin storage = Initial basin outflow = I Depth vs. Storage and Basin Depth Storage (Ft.) (Ac, Ft) I 0.000 1.000 1. 500 2.000 2.500 3,000 3.500 4.000 0.000 0.180 0,720 1. 850 3.560 5.860 8.730 12.180 I I I 0.00 (Ft.) 0,00 (Ac. Ft) 0.00 (CFS) Depth vs. Discharge data: Outflow (S-0*dt/2) (CFS) (Ac.Ft) 0.000 7.000 16.000 28.000 43.000 60.000 83.000 109,000 0.000 0.132 0.610 1. 657 3,264 5.447 8.158 11.429 34 (S+0*dt/2) (Ac.Ft) 0.000 0.228 0.830 2.043 3.856 6.273 9.302 12.931 A[P I I I I I I I I I I I I I I I I I I I 4.500 5.000 5.500 6.000 6.500 7.000 7.500 8.000 8.500 16.210 20.810 26,130 32.300 39.320 47.200 55.830 65.140 75.130 141. 000 176.000 214.000 339.000 714.000 1433.000 2565.000 4637.000 7509.000 15.239 19.598 24.656 29. 965 34.403 37.331 38.165 33.205 23.415 Hydrograph Detention Basin Routing 17.181 22.022 27.604 34.635 44.237 57.069 73.495 97.075 126.845 Graph values: '1'= unit inflow; '01=outflow at time shown Time (Hours) 0.167 0.333 0.500 0.667 0.833 1. 000 1. 167 1. 333 1. 500 1.667 1. 833 2.000 2.167 2.333 2.500 2.667 2.833 3,000 3.167 3.333 3.500 3.667 3.833 4.000 4,167 4.333 4.500 4.667 4.833 5,000 5.167 5.333 5.500 5.667 5.833 6.000 6.167 6.333 6,500 6.667 6.833 7.000 7.167 7.333 Inflow (CFS) 7.0 28.0 69.2 132.8 209,8 283.5 351.7 416.2 485,1 568,2 666.3 772.4 886.4 1013.9 1189.7 1443.1 1713.1 1900.1 1907.9 1673.2 1284.2 936.7 698.9 548.3 458.0 391.7 341.6 299.5 263.0 232.7 209.4 186.7 165.3 148.8 132.6 122.6 114.0 105.4 94,5 83.8 75.7 67.8 61. 3 54.7 Outflow (CFS) 1.5 7.6 16.0 27.6 43,9 63.8 89.9 119.5 153.3 189.6 255.1 404.4 633.0 842.5 1042.6 1253,9 1520.5 1792.1 1898.3 1796.0 1494,8 1186.6 902.0 695.3 591. 9 502.0 429.2 370.8 331. 5 311.1 289.0 266.8 244.5 223.1 209.8 202.1 194.2 186.3 178,2 169.5 160.5 151.7 143.0 134.3 Storage (Ae.Ft) 0,038 0.216 0.723 1. 813 3,681 6.336 9.651 13.498 17.827 22.719 28.158 33.525 37.804 40.729 42.921 45.237 47.867 49.938 50.748 49.968 47.671 44.500 41.380 38.969 37.034 35.352 33.989 32.894 31.932 30.921 29.833 28.734 27.637 26.579 25.536 24,458 23.358 22.250 21.117 19.951 18.777 17,614 16.474 15.363 .0 o o 01 o I o I o I o I o I o o o 477.0 I I I I I I I I I II I I o 1 I I 0 1 1 1 I I I I I I I I II 0 110 I 0 I 01 10 I 10 I I 0 I 10 I 10 I I 0 I 10 I 10 I I 10 1 I I 0 I I I 0 I 110 I 110 I 110 I 110 I 110 I I 0 1 "35 954.0 I o I o I I 0 01 I I I I I 1430.9 o I 10 I I 1 I 10 I I I I I I I I I I I I I I I I I I I I 1 I I Depth 1907.9 (Ft.) 0.2 1.0 1.5 2.0 2.5 3.1 3.6 4.2 4.7 5.2 5.7 6.1 6.4 6.6 6.7 6.9 7.0 7.2 7,2 7.2 7.0 6.8 6.6 6.5 6.3 6.2 6,1 6,0 6.0 5.9 5.8 5.7 5.6 5.5 5.4 5.3 5.2 5.1 5.0 4.9 4.8 4.7 4.5 4.4 I 01 o I 0 A,1. I I I 7,500 7.667 7.833 8.000 8.167 8.333 8.500 8.667 8.833 9,000 9.167 9.333 9.500 9.667 9.833 10.000 10.167 10.333 10.500 10.667 10.833 11. 000 11.167 11.333 11. 500 11. 667 11. 833 12.000 12.167 12.333 12,500 12.667 12,833 I I I I I I I I 48.4 42.7 37.2 33.9 30.4 27.3 23.3 18.3 9.9 2.1 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 125.7 117.4 109.4 102.1 95.2 88.6 82.3 75,9 69.4 62.8 56.6 51.2 46.2 41.5 36.8 32,6 28.9 25.1 21.7 18.7 16.2 12.9 10.3 8.2 5,9 3.4 2.0 1.1 0.7 0.4 0.2 0.1 0.1 14.283 13.236 12.225 11.258 10.343 9.474 8.646 7.843 7.036 6.208 5.404 4.665 3.995 3.390 2.851 2.373 1. 950 1.578 1. 256 0.977 0.737 0.536 0.377 0.250 0.153 0.088 0.051 0.029 0.017 0.010 0.006 0.003 0.002 I 0 10 10 10 10 10 10 10 10 10 o o o o o o o o o o o o o o o o o o o o o o o 4.3 4.1 4.0 3.9 3.7 3.6 3.5 3.3 3.2 3.1 2.9 2.7 2.6 2.5 2.3 2.2 2.0 1.9 1.7 1.6 1.5 1.3 1.2 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 ****************************HYDROGRAPH DATA**************************** I I Number of intervals = 77 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 1898.3 (CFS) Total volume = 317.75 (Ac.Ft) status of hydrographs being held in storage stream 1 Stream 2 Stream 3 Stream 4 Stream 5 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Peak (CFS) Vol (Ac.Ft) *********************************************************************** I I I I I I 3CP ~ I I I I I I I I I I I I I I I I I I I 100 YEAR - 3 HOUR STORM AMOUNT OF FLOW CROSSING BUTTERFIELD STAGE ROAD ENTERING SOUTHERLY PORTION OF TRACT 24182 OUTFLOW PER AMOUNT AMOUNT AMOUNT AMOUNT AMOUNT TIME . HYDROGRAPH DEPTH THRU 72" THRU 36" OVER ACROSS ACROSS (HOURS) (C.F.S.) (FT.) (C.F.S.) (C.F.S.) ROADWAY BUT. STG. S.H.79 (C.F.S.) (C.F.s.) (C.F.S.) 0.167 1.5 0.2 1.5 0.0 0.0 0.333 7.6 1.0 7.6 0.0 0.0 0.500 16.0 1.5 16.0 0.0 0.0 0.667 27.6 2.0 27.6 0.0 0.0 0.833 43.9 2.5 43.9 0.0 0.0 1.000 63.8 3.1 63.7 0.1 0.0 1.167 89.9 3.6 87.4 2.5 0.0 1.333 119.5 4.2 113.1 6.4 0.0 1.500 153.3 4.7 139.6 13.7 0.0 0.0 0.0 1.667 189.6 5.2 167.0 22.2 0.4 0.4 0.0 1.833 255.1 5.7 191.2 30.6 33.3 33.3 0.0 2.000 404.4 6.1 209.6 37,6 157.2 157,2 0.0 2.167 633.0 6.4 223.4 42.4 367.2 361.3 5.9 2.333 842.5 6,6 232.2 45.4 564.9 525.2 39.7 2.500 1042.6 6.7 236.4 46.8 759.4 694.3 65.1 2.667 1253.9 6.9 244.8 49.6 959.5 857.3 102.2 2.833 1520.5 7.0 249.0 51.0 1220.5 1081.7 138.8 3.000 1792.1 7.2 257.0 53.4 1481.7 1279.2 . 202.5 3.167 1898.3 7.2 257.0 53.4 1587.9 1370.8 217.1 3.333 1796.0 7.2 257.0 53.4 1485.6 1282.5 203.1 3.500 1494.8 7.0 249.0 51.0 1194.8 1059.0 135.8 3.667 1186.6 6.8 240.6 48.2 897.8 810.4 87.4 3.833 902.0 6.6 232.2 45.4 624.4 580.6 43.8 4.000 695.3 6.5 228.0 44.0 423.3 402.7 20.6 4.167 591.9 6.3 218.8 40.8 332.3 332.3 0.0 4.333 502.0 6.2 214.2 39.2 248.6 248.6 0.0 4.500 429.2 6.1 209.6 37.6 182.0 182.0 0.0 4.667 370.8 6.0 205.0 36.0 129.8 129.8 0.0 4.833 331.5 6.0 205.0 36.0 90.5 90.5 0.0 5.000 311.1 5.9 200.4 34.2 76.5 76.5 0.0 5.167 289.0 5.8 195.8 32.4 60.8 60.8 0.0 5.333 266.8 5.7 191.2 30.6 45.0 45.0 0.0 5.500 244.5 5.6 186.6 28.8 29.1 29.1 0.0 5.667 223.1 5.5 182.0 27.0 14.1 14.1 0.0 5.833 209.8 5.4 177.0 25.4 7.4 7.4 0.0 6.000 202.1 5.3 172.0 23.8 6.3 6.3 0.0 6.167 194.2 5.2 167.0 22.2 5.0 5.0 0.0 6.333 186.3 5.1 162.0 20.6 3.7 3.7 0.0 6.500 178.2 5.0 158.5 19.7 0.0 0.0 0.0 6.667 169.5 4.9 151.9 17.6 0.0 0.0 0.0 6.833 160.5 4.8 145.4 15.1 0.0 0.0 0.0 7.000 151.7 4.7 138.5 13.2 0.0 0.0 0.0 7.167 143.0 4.5 131.5 11.5 0.0 0.0 0.0 7.333 134.3 4.4 124.6 9.7 0.0 0.0 0.0 7.500 125.7 4.3 118.1 7.6 0.0 0.0 0.0 1 0/2196 PALOHYD.XLS,out_3 31 ,,0..... I I I I I I I I I I I I I I I I I I I ~ ~ APPENDIX "0" COMBINE HYDROGRAPHSIROUTING CALCULATIONS FOR ONSITE AND OFFSITE FLOW AT POINT 2 100- YEAR 3-HOUR ~ . 5f:J I I I FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1991 Study date: 10/02/96 I I PASEO DEL SOL INTERIM DETENTION BASIN DESIGN WITHIN PORTION OF TRACT 24182 100 YEAR 3 HOUR STORM EVENT FILE:\PASEO\R82X3.HYD I The Kieth Companies, Moreno Valley Office - SIN 538 ********************* HYDROGRAPH INFORMATION ********************** I From study/file name: ********************** Hydrograph From manual offx3.rte Info~ation ************************ input hydro graph I ****************************HYDROGRAPH DATA.....*.**.*..***.*.*.*.*.*.. Number of intervals = 40 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 1370.8 (CFS) Total volume = 161.53 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0,000 0.000 0.000 0.000 *********************************************************************** I I I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** PRINT CURRENT HYDROGRAPH **** I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ P R I N T 0 F S TOR M Run 0 f f H Y d r 0 g rap h Hydrograph in 10 Minute intervals (CFS) I Time (h+m) Volume (Ac.Ft) Q(CFS) 0 342,7 685.4 1028.1 1370.8 ----------------------------------------------------------------------- 1+ 0 0.0000 0.00 Q I I I 1+10 0.0000 0.00 Q I I I 1+20 0.0000 0.00 Q I I I 1+30 0.0000 0.00 Q I I I 1+40 0.0055 0.40 Q I I I 1+50 0.4642 33.30 Q I I I 2+ 0 2.6295 157.20 V Q I I I 2+10 7.6061 361.30 V Q I I 2+20 14.8402 525.20 I V I Q I I 2+30 24.4036 694.30 I V I Q I 2+40 36.2121 857.30 I V I I Q I 2+50 51,1116 1081. 70 I V I IQ 3+ 0 68.7314 1279.20 I V I I Q '3B oS\. I I I I I I I I 3+10 87.6129 1370.80 I I v I Q 3+20 105.2782 1282.50 I I I V I Q I 3+30 119.8650 1059.00 I I I VQ I 3+40 131. 0275 810.40 I I I Q V I 3+50 139.0248 580.60 I I Q I V I 4+ 0 144.5716 402 . 70 I IQ I V I 4+10 149.1488 332.30 I QI I V I 4+20 152.5730 248.60 I Q I I V I 4+30 155.0799 182.00 I Q I I V I 4+40 156.8678 129.80 I Q I I V I 4+50 158.1143 90.50 I Q I I VI 5+ 0 159.1680 76.50 I Q I I VI 5+10 160.0055 60.80 IQ I I VI 5+20 160.6253 45.00 IQ I I vI 5+30 161. 0262 29.10 Q I I VI 5+40 161. 2204 14.10 Q I I VI 5+50 161. 3223 7.40 Q I I VI 6+ 0 161. 4091 6.30 Q I I VI 6+10 161. 4780 5.00 Q I I VI 6+20 161. 5289 3.70 Q I I VI 6+30 161. 5289 0,00 Q I I VI ----------------------------------------------------------------------- I I I I I ****************************HYDROGRAPH DATA*****************.********** Number of intervals = 40 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 1370.8 (CFS) Total volume = 161.53 (Ac.Ft) Status of hydrographs being held in storage stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 vol (Ac.Ft) 0.000 0,000 0.000 0.000 0.000 *********************************************************************** I I I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 2.000 to Point/Station 3.000 **** ADD/COMBINE/RECOVER HYDROGRAPHS **** I ********************* HYDROGRAPH INFORMATION ********************** I From study/file name: 82l003.rte ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ P R I N T 0 F S TOR M Run 0 f f H Y d r 0 g rap h -------------------------------------------------------------------- Hydrograph in 10 Minute intervals (CFS) I I -------------------------------------------------------------------- Time (h+m) Add q(CFS) Tot. Q o 352.0 704.1 1056,1 1408.1 ----------------------------------------------------------------------- I 0+10 8.5373 8.54 Q 0+20 20.2099 20.21 Q 0+30 28.3779 28.38 Q 0+40 36.9946 36.99 IQ 0+50 39.3229 39.32 IQ 1+ 0 41.1253 41.13 IQ 1+10 50.3208 50,32 IQ 1+20 59.7995 59.80 IQ 1+30 68.8088 68.81 IQ 39 51.- I I I I I I I I I I I I I I I I I I I I I 1+40 79,5656 79.97 1 Q 1 1 1+50 90.6100 123.91 1 qQ I 1 2+ 0 101.3536 258.55 1 q Q 1 1 2+10 110.4681 471.77 I q Q 1 1 2+20 134.9604 660.16 1 q Q 1 1 2+30 194.7384 889.04 1 q Q 1 1 2+40 258.7068 1116.01 1 q IQ I 2+50 194.6215 1276.32 I q I Q I 3+ 0 81. 5061 1360.71 I q I Q 1 3+10 37.3376 1408.14 Iq 1 Q 3+20 14.5421 1297.04 q 1 Q 1 3+30 5.2891 1064.29 q Q I 3+40 1. 0443 811.44 q Q I 1 3+50 0.2206 580.82 q Q I 1 4+ 0 0.0000 402 . 70 q Q 1 4+10 0.0000 332.30 q Q I 4+20 0.0000 248.60 q Q I 4+30 0.0000 182.00 q Q I 4+40 0.0000 129 . 80 q Q 1 4+50 0.0000 90.50 q Q 1 5+ 0 0.0000 76.50 q Q I 5+10 0.0000 60.80 qQ I 5+20 0.0000 45.00 qQ I 5+30 0.0000 29.10 Q 1 5+40 0.0000 14.10 Q 1 5+50 0.0000 7.40 Q 1 6+ 0 0.0000 6.30 Q 1 6+10 0.0000 5,00 Q 1 6+20 0.0000 3.70 Q 1 6+30 0.0000 0.00 Q 1 6+40 0.0000 0.00 Q I ----------------------------------------------------------------------- ****************************HYDROGRAPH DATA**************************** Number of intervals = 40 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 1408.1 (CFS) Total volume = 184.37 (Ac.Ft) status of hydro graphs being held in storage Stream 1 Stream 2 stream 3 stream 4 Stream 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Peak (CFS) Vol (Ac.Ft) *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 3.000 to Point/Station 4.000 **** RETARDING BASIN ROUTING 0*** User entry of depth-out flow-storage data Total number of inflow hydro graph intervals = 40 Hydrograph time unit = 10.000 (Min,) Initial depth in storage basin = O.OO(Ft.) Initial basin depth = Initial basin storage = Initial basin outflow = 0.00 (Ft.) 0.00 (Ac. Ft) 0.00 (CFS) 40 ?~ I I I I I I I I I I I I I I I I I I I -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage Outflow (S-OOdt/2) (S+0*dt/2) (Ft.) (Ae.Ft) (CFS) (Ae.Ft) (Ae.Ft) 0.000 4.900 9.900 14.900 19.900 0.000 7.000 50.600 147.300 278,800 0.000 162.000 417.000 502.000 592.000 0.000 5.884 47.728 143.843 274.723 Hydrograph Detention Basin Routing 0.000 8.116 53.472 150.757 282.877 Graph values: '1'= unit ~nflow; 'Q'=outflow at time shown Time (Hours) 0.167 0.333 0,500 0.667 0,833 1. 000 1.167 1. 333 1. 500 1.667 1. 833 2.000 2,167 2.333 2.500 2.667 2.833 3.000 3.167 3.333 3.500 3.667 3.833 4.000 4.167 4.333 4.500 4.667 4.833 5.000 5.167 5.333 5.500 5.667 5.833 6.000 6.167 6.333 6.500 6.667 6.833 7.000 Inflow (CFS) 8.5 20.2 28.4 37.0 39.3 41.1 50.3 59.8 68.8 80.0 123.9 258.6 471. 8 660,2 889,0 1116.0 1276.3 1360.7 1408.1 1297,0 1064.3 811. 4 580.8 402.7 332.3 248.6 182.0 129.8 90.5 76.5 60.8 45.0 29.1 14.1 7.4 6.3 5.0 3.7 0.0 0.0 0.0 0.0 Outflow (CFS) 1.2 4.8 10.2 16.4 22.3 27.3 32.3 38.6 45.7 53.6 66.9 101.1 165.3 196.3 241.1 300.1 369.5 421. 0 432.6 443.7 452.6 458.4 461. 3 461. 6 460.5 458.5 455.5 451.9 447.8 443,4 438.9 434.3 429.5 424.6 419.6 401. 8 371.1 342.7 316,3 291. 8 269.2 248.4 Storage (Ae.Ft) 0.051 0.208 0.439 0.707 0.966 1.178 1. 397 1.667 1. 973 2.314 2.889 4.367 7.562 12.867 20.524 30.606 42.471 55.188 68.378 80,974 91. 064 97,708 100.963 101. 380 100.091 97.763 94.434 90.332 85.652 80.665 75.533 70.248 64.810 59.225 53.560 47.997 42.752 37.896 33.383 29.195 25.331 21. 766 .0 o o o o o o 01 01 10 10 101 101 I 0 I 0 I 0 I 0 I I I I I I I I I 1 I I I I I II II II I I I I I I I I I I 352.0 I I o 10 10 I 0 I 0 I 0 I 0 110 II 0 I I 0 I I 0 I 0 1 0 I 0 10 10 10 10 10 10 o 01 01 o I o 1 o I 41 I 704.1 1 I I I I I I I I I 1 I 1 II I I 1 I I I I I I I I 1056.1 1 I I I I I I I I 1 I I 1 1 I II I I I I I Depth 1408.1 (Ft.) I 0.0 I 0.1 I 0.3 I 0.5 I 0.7 I 0.8 I 1.0 I 1.2 I 1. 4 I 1. 6 I 2.0 I 3.1 I 5.0 I 5.6 I 6.5 I 7.6 I I 9.0 I I 10.1 I 10.8 I 11. 5 12.0 12.3 12.5 12.5 12.5 12.3 12.2 12.0 11.7 11.5 11.2 10.9 10.6 10.3 10.1 9.6 9.0 8.4 7.9 7.4 7.0 6.6 -sA.. 7.167 0.0 229.1 18.478 I 0 6.2 7.333 0.0 211. 4 15.444 I 0 5.9 7.500 0.0 195.0 12.645 I 0 5.5 7.667 0.0 179.9 10.063 I 0 5.3 7.833 0.0 166.0 7.681 I 0 5.0 8.000 0.0 130.5 5.639 I 0 3.9 8.167 0.0 94.6 4.088 I 0 2.9 8.333 0.0 68.6 2.964 IO 2.1 8.500 0.0 49.7 2.149 IO 1.5 8.667 0.0 36.1 1.558 0 1.1 8.833 0.0 26.1 1.130 0 0.8 9.000 0.0 19.0 0.819 0 0.6 9.167 0.0 13.7 0.594 0 0.4 9.333 0.0 10.0 0.431 0 0.3 9.500 0.0 7.2 0.312 0 0.2 9,667 0.0 5.2 0.226 0 0.2 9.833 0.0 3.8 0.164 0 0.1 10.000 0.0 2,8 0.119 0 0.1 10.167 0.0 2.0 0,086 0 0.1 10.333 0.0 1.4 0.063 0 0.0 10.500 0.0 1.0 0.045 0 0.0 10.667 0.0 0.8 0.033 0 0.0 10,833 0.0 0.6 0.024 0 0.0 11. 000 0.0 0.4 0.017 0 0.0 11.167 0.0 0.3 0.013 0 0,0 ****************************HYDROGRAPH DATA**************************** Number of intervals = 67 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 461.6 (CFS) Total volume = 184.36 (Ac.Ft) Status of hydro graphs being held in storage stream 1 Stream 2 Stream 3 Stream 4 Stream 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 I I I I I I I I I I I Peak (CFS) Vol (Ac.Ft) *********************************************************************** I I I I I I I I 42- .::; I I I I I I I I I I I I I I I I I I I IL ~ ~ APPENDIX "E" ROUTING CALCULATIONS FOR OFFSlTE AREA FLOWS AT POINT 1 100-YEAR 6-HOUR ~ Iii 5G. I I I FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1991 Study date: 09/29/96 I I PASEO DEL SCL ROUTE OFFSITE AREA BASIN I 100 YEAR 6 HOUR STORM EVENT FILE:\PASEO\RAX6.HYD I The Kieth Companies, Moreno Valley Office - SIN 538 ********************* HYDROGRAPH INFORMATION ********************** I From study/file name: A100X6.rte ****************************HYDROGRAPH DATA*.*...***......*..*.*.**.... Number of intervals = 73 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 2060.4 (CFS) Total volume = 426.08 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** I I I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING **** . I User entry of depth-out flow-storage data -------------------------------------------------------------------- I Total number of inflow hydrograph intervals = 73 Hydrograph time unit = 10.000 (Min.) Initial depth in storage basin = O.OO(Ft.) -------------------------------------------------------------------- -------------------------------------------------------------------- I Initial basin depth = Initial basin storage = Ini tial basin outflow = 0.00 (Ft.) 0.00 (Ac.Ft) 0.00 (CFS) --------------------------------------------------------------------- I -------------------------------------------------------------------- Depth VS, St.orage and Basin Depth Storage (Ft.) (Ac.Ft) Depth VS, Discharge data: Outflow (S-0*dt/2) (CFS) (Ac.Ft) (S+O*dt/2) (Ac.Ft) I ------------.--------------------------------------------------------- I 0.000 0.000 0.000 0.000 0.000 1.000 0,180 7.000 0.132 0.228 1.500 0,720 16.000 0.610 0.830 2.000 1.850 28.000 1.657 2.043 2.500 3.560 43,000 3.264 3.856 3.000 5.860 60.000 5.447 6.273 3.500 8.730 83.000 8.158 9.302 4.000 12.180 109.000 11. 429 12.931 I I 43 ~1. I I I I I I I I I I I I I I I I I I I 4.500 5.000 5.500 6.000 6.500 7.000 7.500 8.000 8.500 16.210 20.810 26.130 32.300 39.320 47.200 55.830 65.140 75.130 141.000 176.000 214.000 339.000 714.000 1433.000 2565.000 4637.000 7509.000 15.239 19.598 24.656 29.965 34.403 37.331 38.165 33.205 23.415 Hydrograph Detention Basin Routing 17.181 22.022 27.604 34.635 44.237 57.069 73.495 97.075 126.845 Graph values: '11= unit inflow; 'O'=outflow at time shown Time (Hours) 0.167 0.333 0.500 0.667 0.833 1. 000 1. 167 1. 333 1. 500 1.667 1.833 2.000 2.167 2.333 2,500 2.667 2.833 3.000 3.167 3.333 3.500 3.667 3,833 4.000 4,167 4.333 4.500 4.667 4.833 5.000 5.167 5.333 5.500 5.667 5.833 6.000 6.167 6.333 6.500 6.667 6.833 7.000 7.167 7.333 Inflow (CFS) 1.3 6.2 16.8 34,9 59.3 86.7 114.6 141. 8 167.1 190.5 210.4 226.2 239.8 253.9 270.0 287.7 306.6 327.1 349.3 374.7 405.9 444.6 494.4 557.3 632.1 716.3 808.0 908.5 1018.5 1135.4 1266.9 1433.5 1665.3 1909,2 2060,4 2032.8 1781. 9 1373.6 1000.5 754,4 597.9 502.9 433.2 378.0 Outflow (CFS) 0.3 1.8 5.9 10.6 17.4 25.0 34.1 44.5 55.2 67.7 81. 6 95.2 108.8 123.1 137.5 151. 7 166,2 180.9 195.6 211.2 250.7 293.4 336.5 435,4 521.1 603.5 688.8 808.6 928.1 1043,0 1165.0 1307.9 1508.4 1773.1 1974.0 2042.9 1914.2 1594.8 1249.9 962.4 741.5 630.4 543.1 469.1 Storage (Ae.Ft) 0.007 0.045 0.151 0.394 0.850 1. 564 2.543 3.767 5.207 6.824 8.556 10.345 12.150 13.954 15.768 17.617 19.521 21. 494 23.560 25,744 27.939 30.050 32.178 34.105 35.709 37.251 38.848 40.357 41.667 42.925 44.263 45.829 47.775 49.793 51. 325 51.850 50.869 48,434 45.193 42.043 39 . 621 37.754 36. 120 34,736 .0 515.1 o 1 o I o I o I o I 01 I 01 I o I I o I I 101 I 10 I I 10 I I 10 I I 10 I I 1 0 I I I 0 I I 101 I I 0 I I I 0 1 I o I I o I I o I I o I I o I 01 10 I 101 I 0 I I I I I 1 1 1 1 1 1 1 I 1 I 0 110 1 0 1 01 44 1030.2 I 01 01 01 o I 0 o 1545.3 Depth 2060.4 (Ft.) 0.0 0.3 0.8 1.2 1.6 1.9 2.2 2.5 2,9 3.2 3.5 3.7 4.0 4.2 4,4 4.7 4.9 5.1 5.3 5.5 5.6 5.8 6,0 6.1 I 6.2 1 6,4 I 6.5 1 6.6 I 6.6 I 6.7 1 6.8 I 6.9 I 7.0 1 7.2 o I 7.2 01 7.3 I 7.2 I 7.1 I 6.9 I 6.7 I 6.5 I 6.4 I 6.3 I 6.2 I o I o I I I 1 I I 0 o I 1 1 I I I 56 I I I I I I I I I I I I I I I I I I I 7.500 7.667 7,833 8.000 8.167 8.333 8.500 8.667 8.833 9.000 9.167 9.333 9.500 9.667 9.833 10.000 10.167 10.333 10.500 10.667 10.833 11. 000 11.167 11. 333 11.500 11.667 11. 833 12.000 12.167 12.333 12.500 12.667 12.833 13.000 13 .167 13.333 13.500 13.667 13.833 14.000 14.167 14.333 14.500 14.667 14.833 15.000 15.167 15.333 15.500 15.667 332.5 292,3 258.8 231. 8 208.3 183.5 165.5 147.6 135.0 125.0 114.3 103.0 90.8 82.2 73.7 66.2 58.9 51. 9 45.9 39.7 35.6 31. 9 28.0 23.7 17.9 10.5 1.9 0.2 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 407.9 356.5 327.2 307.1 285.8 263.8 241. 9 221. 0 209.2 201. 8 194.1 186.1 177,7 168.7 159.7 150.8 142.0 133.0 124,3 115.9 107.8 100.5 93.5 86.9 80.2 73.3 66.3 59.5 53.7 48.5 43.8 39.0 34.5 30.6 26.9 23.3 20.1 17.4 14.5 11.5 9.1 7.2 4.4 2.6 1.5 0.9 0.5 0.3 0.2 0.1 33.589 32.628 31. 715 30.726 29.674 28,587 27.508 26.476 25.460 24.420 23.342 22,220 21. 050 19,856 18.668 17.493 16.339 15.208 14.109 13.044 12.022 11. 053 10.129 9,243 8.379 7.518 6.642 5,790 5.012 4.308 3.672 3.102 2.596 2.147 1. 751 1. 405 1. 106 0.848 0.629 0,450 0.308 0.195 0.114 0.066 0.038 0.022 0.013 0.007 0.004 0.002 I IO I IO I IO I IO I . IO I I 0 I IO I IO I IO I I 0 I I 0 IIO IIO I IO I IO IIO I 0 I 0 IO IO IO IO IO IO IO IO IO o o o o o o o o o o o o o o o o o o o o o o o 6.1 6.0 6.0 5.9 5.8 5.7 5.6 5.5 5.4 5.3 5.2 5.1 5,0 4.9 4.8 4.6 4.5 4.4 4,2 4.~ 4.0 3.8 3.7 3,6 3.4 3.3 3.1 3,0 2.8 2.7 2,5 2.4 2.2 2.1 2.0 1.8 1.7 1.6 1.4 1.2 1.1 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 ****************************HYDROGRAPH DATA**********************~***** Number of intervals = 94 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 2042.9 (CFS) Total volume = 426.07 (Ac.Ft) Status of hydrographs being held in storage Stream 1 stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** 45 ~ I I I I I I I I I I I I I I I I I I I -------------------------------------------------------------------- 4(., ~ I I I I I I I I I I I I I I I I I I I 100 YEAR - 6 HOUR STORM AMOUNT OF FLOW CROSSING BUTTERFIELD STAGE ROAD ENTERING SOUTHERLY PORTION OF TRACT 24182 OUTFLOW PER AMOUNT AMOUNT AMOUNT AMOUNT AMOUNT TIME HYDROGRAPH DEPTH THRU 72" THRU 36" OVER ACROSS ACROSS (HOURS) (C.F.S.) (FT.) (C.F.S.) (C.F.S.) ROADWAY BUT. STG. S.H.79 (C.F.S.) (C.F.S.) (C.F.S.) 3.000 180.9 5.3 162.0 18.9 0.0 3.167 195.6 5.5 172.0 23.6 0.0 0.0 0.0 3.333 211.2 5.6 182.0 27.0 2.2 2.2 0.0 3.500 250.7 5.8 186.6 28.8 35.3 35.3 0.0 3.667 293.4 6.0 195.8 32.4 65.2 65.2 0.0 3.833 336.5 6.1 205.0 36.0 95.5 95.5 0.0 4.000 435.4 6.2 209.6 37.6 188.2 188.2 0.0 4.167 521.1 6.4 214.2 39.2 267.7 263.4 4.3 4.333 603.5 6.5 223.4 42.4 337.7 321.3 16.4 4.500 688.8 6.6 228.0 44.0 416.8 387.5 29.3 4.667 808.6 6.6 232.2 45.4 531.0 493.7 37.3 4.833 928.1 6.7 232.2 45.4 650.5 594.8 55.7 5.000 1043.0 6.8 236.4 46.8 759.8 685.8 74.0 5.167 1165.0 6.9 240.6 48.2 876.2 782.9 93.3 5.333 1307.9 7.0 244.8 49.6 1013.5 898.3 115.2 5.500 1508.4 7.2 249.0 51.0 1208.4 1043.2 165.2 5.667 1773.1 7.2 257.0 53.4 1462.7 1262.7 200.0 5.833 1974.0 7.3 257.0 53.4 1663.6 1414.6 249.0 6.000 2042.9 7.2 261.0 54.6 1727.3 1491.2 236.1 6.167 1914.2 7.1 257.0 53.4 1603.8 1411.8 192.0 6.333 1594.8 6.9 253.0 52.2 1289.6 1152.3 137.3 6.500 1249.9 6.7 244.8 49.6 955.5 873.6 81.9 6.667 962.4 6.5 236.4 46.8 679.2 646.2 33.0 6.833 741.5 6.4 228.0 44.0 469.5 461.9 7.6 7.000 630.4 6.3 223.4 42.4 364.6 358.7 5.9 7.167 543.1 6.2 218.8 40.8 283.5 283.5 0.0 7.333 469.1 6.1 214.2 39.2 215.7 215.7 0.0 7.500 407.9 6.0 209.6 37.6 160.7 160.7 0.0 7.667 356.5 6.0 205.0 36.0 115.5 115.5 0.0 7.833 327.2 5.9 205.0 36.0 86.2 86.2 0.0 8.000 307.1 5.8 200.4 34.2 72.5 72.5 0.0 8.167 285.8 5.7 195.8 32.4 57.6 57.6 0.0 8.333 263.8 5.6 191.2 30.6 42.0 42.0 0.0 8.500 241.9 5.5 186.6 28.8 26.5 26.5 0.0 8.667 221.0 5.4 182.0 27.0 12.0 12.0 0.0 8.833 209.2 5.3 177.0 25.4 6.8 6.8 0.0 9.000 201.8 5.2 172.0 23.8 6.0 6.0 0.0 9.167 194.1 5.1 171.1 23.0 0.0 0.0 0.0 9.333 186.1 5.0 164.5 21.6 0.0 9.500 177.7 4.9 158.0 19.7 0.0 9.667 168.7 4.8 151.4 17.3 0.0 9.833 159.7 4.6 144.9 14.8 0.0 10.000 150.8 4.5 137.6 13.2 0.0 10/2196 PALOHYD.XLS, out_6 4'1 fJ. I I I I I I I I I I I I I I I I I I I ~ ~ APPENDIX "P" COMBINE HYDROGRAPHSIROUTING CALCULATIONS FOR ONSlTE AND OFFSITE FLOW AT POINT 2 100-YEAR 6-HOUR ~ fii I fg'V- I I I FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1991 Study date: 10/02/96 I --------------------------------------------------------------------- I PASEO DEL SOL INTERIM DETENTION BASIN DESIGN WITHIN PORTION OF TRACT 24182 100 YEAR 6 HOUR STORM EVENT FILE:\PASEO\R82X6.HYD I -------------------------------------------------------------------- The Kieth Companies, Moreno Valley Office - SIN 538 -------------------------------------------------------------------- ********************* HYDROG~PH INFO~TION ********************** I From study/file name: ********************** Hydrograph From manual OFFX6. rte Info~ation ************************ input hydro graph I ****************************HYDROGRAPH DATA**...**...*...*.**...*...... Number of intervals = 56 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 1491.2 (CFS) Total volume = 220.60 (Ac.Ft) Status of hydro graphs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0,000 0.000 0.000 0,000 0.000 *********************************************************************** I I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** PRINT CURRENT HYDROGRAPH **** I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ P R I N T 0 F S TOR M Run 0 f f H Y d r 0 g rap h I Hydrograph in 10 Minute intervals (CFS) I Time (h+m) Volume (Ac. Ft) Q(CFS) 0 372.8 745.6 1118.4 1491. 2 ----------------------------------------------------------------------- 3+10 0.0000 0.00 Q I I 3+20 0,0303 2.20 Q I I 3+30 0.5165 35.30 Q I I 3+40 1.4146 65.20 vQ I I 3+50 2.7300 95.50 V Q I I 4+ 0 5.3223 188.20 V Q I I 4+10 8.9504 263.40 IV Q I I 4+20 13.3760 321. 30 I V Q I I 4+30 18.7135 387.50 I V Q I 4+40 25.5138 493.70 I V I Q I 4+50 33.7066 594.80 I V I Q I 5+ 0 43.1529 685,80 I V I Q I 5+10 53.9366 782.90 I VI IQ 48 (,~ I I I I I ****************************HYDROGRAPH DATA**************************** Number of intervals = 56 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 1491.2 (CFS) Total volume = 220.60 (Ac.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac,Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** I I I 5+20 5+30 5+40 5+50 6+ 0 6+10 6+20 6+30 6+40 6+50 7+ 0 7+10 7+20 7+30 7+40 7+50 8+ 0 8+10 8+20 8+30 8+40 8+50 9+ 0 9+10 9+20 I I I I I I I I I 66.3099 80.6791 98.0716 117.5565 138.0964 157.5427 173.4146 185.4477 194.3485 200.7107 205.6515 209.5565 212.5275 214.7410 216.3320 217.5193 218,5179 219.3113 219.8898 220.2548 220.4201 220.5138 220.5964 220.5964 220.5964 898.30 1043.20 1262.70 1414.60 1491. 20 1411.80 1152.30 873.60 646.20 461.90 358.70 283.50 215.70 160.70 115.50 86.20 72.50 57.60 42.00 26.50 12.00 6.80 6,00 0.00 0.00 I I I I I I I I I I I I I I I I Q IQ IQ IQ Q Q Q Q Q Q v Q I I I I I I I I I Q QI I I I I I I I I I I I I I I v V Q I I I V I I I I I I I I I I I I I I I I I I I I I I I I I I VI QV I I I I I I I I I I I I I I I I I I V Q Q Q Q I I I Q I Q Q I I I V I V I V I V I VI VI VI VI VI VI VI VI VI VI V V V Q Q V Q I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 2.000 to Point/Station 3.000 **** ADD/COMBINE/RECOVER HYDROGRAPHS **** I ********************* HYDROGRAPH INFORMATION ********************** I From study/file name: 821006.rte ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ P R I N T 0 F S TOR M Run 0 f f H Y d r 0 g rap h I Hydrograph in 10 Minute intervals (CFS) Time (h+ml Add q(CFS) Tot. Q I 0+10 0+20 0+30 0+40 0+50 I I 1,1667 3.9262 7.0562 10.3479 12.5553 1.17 Q 3.93 Q 7.06 Q 10.35 Q 12.56 Q o 380.7 4'1 761. 5 1142.2 1523.0 fJtt, - I I 1+ 0 14.3718 14.37 Q I I 1+10 17.4070 17.41 Q I I I 1+20 19.4888 19.49 Q I I 1+30 20.0608 20.06 Q I I 1+40 20.3031 20.30 Q I I 1+50 20.4200 20.42 Q I I I 2+ 0 21.6210 21. 62 Q I I 2+10 23.2129 23.21 Q I I 2+20 24.7502 24.75 Q I I I 2+30 26.5042 26.50 Q I I 2+40 26.9574 26.96 Q I I 2+50 29.4849 29.48 Q I I 3+ 0 32.7487 32.75 Q I I I 3+10 34.6959 34.70 Q I I I I 3+20 37.7763 39.98 qQ I I I I 3+30 43.3943 78.69 IqQ I I I I 3+40 52,2714 117.47 Iq Q I I I I I 3+50 60.7369 156.24 Iq Q I I I I 4+ 0 67.9718 256.17 Iq Q I I I I 4+10 76.1581 339.56 I q Q I I I I 4+20 87.0119 408.31 I q Q I I I I 4+30 98.5861 486.09 I q Q I I I 4+40 109.0671 602.77 I q Q I I I 4+50 119.4173 714.22 I q Q I I I 5+ 0 129.7221 815.52 I q IQ I I I 5+10 155.1191 938.02 I q I Q I I 5+20 198.8445 1097.14 I q I Q I I 5+30 253.5504 1296.75 I q I I Q I 5+40 209.4198 1472 .12 I q I I Q I I 5+50 82.1104 1496.71 I q I I QI 6+ 0 31.7627 1522,96 q I I Q 6+10 14.1517 1425.95 q I I Q I I 6+20 5.2105 1157.51 q I Q I 6+30 0.8232 874.42 q I Q I 6+40 0.0769 646,28 q Q I I 6+50 0.0184 461.92 q Q I I I 7+ 0 0.0000 358.70 q Q I I 7+10 0,0000 283.50 q Q I I 7+20 0.0000 215.70 q Q I I 7+30 0.0000 160,70 q Q I I I 7+40 0.0000 115,50 q Q I I 7+50 0.0000 86.20 q Q I I 8+ 0 0.0000 72.50 qQ I I 8+10 0.0000 57.60 qQ I I I 8+20 0,0000 42.00 qQ I I 8+30 0.0000 26.50 Q I I 8+40 0.0000 12.00 Q I I 8+50 0.0000 6.80 Q I I I 9+ 0 0.0000 6.00 Q I I 9+10 0.0000 0.00 Q I I 9+20 0.0000 0.00 Q I I ----------------------------------------------------------------------- I ********..******************HYDROGRAPH DATA------------------------..-. Number "of intervals = 56 Time interval = 10.0 (Min. ) Maximum/Peak flow rate = 1523.0 (CFS) I Total volume = 250.90 (Ac.Ft) Status of hydro graphs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 I Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 I !50 f$ I I *********************************************************************** I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 3.000 to Point/station 4.000 **** RETARDING BASIN ROUTING **** I User entry of depth-out flow-storage data I Total number of inflow hydro graph intervals = 56 Hydrograph time unit = 10.000 (Min.) Initial depth in storage basin = O.OO(Ft.) I Initial basin depth = Initial basin storage = Initial basin outflow = 0.00 (Ft.) 0.00 (Ac.Ft) 0.00 (CFS) I Depth vs. storage and Basin Depth Storage (Ft.) (Ac.H) Depth vs, Discharge data: Outflow (S-0*dt/2) (CFS) (Ac.H) (S+O*dt/2 ) (Ac.H) I 0.000 0.000 0.000 0.000 0.000 4.900 7,000 162.000 5.884 8.116 9.900 50,600 417.000 47.728 53.472 14.900 147.300 502.000 143.843 150.757 19.900 278.800 592.000 274.723 282.877 I I Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: IIt= unit inflow; lot=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac.H) .0 380.7 761. 5 1142.2 1523.0 (Ft. ) 0.167 1.2 0.2 0.007 0 I I I 0.0 0.333 3.9 0.8 0.035 0 I I I 0.0 0.500 7.1 2.1 0,091 0 I I I 0.1 0.667 10.3 3.9 0.169 0 I I I 0.1 0.833 12,6 6.0 0.259 0 I I I 0.2 1. 000 14,4 8.0 0.348 0 I I I 0.2 1.167 17.4 10.2 0.441 0 I I I 0.3 1. 333 19,5 12.5 0.539 0 I I I 0.4 1. 500 20.1 14.5 0.626 0 I I 0.4 1.667 20.3 16.0 0.693 0 I I 0.5 1. 833 20.4 17,2 0.745 0 I I 0.5 2.000 21. 6 18.3 0.790 0 I I 0.6 2.167 23.2 19.4 0.839 0 I I 0.6 2.333 24.8 20.7 0.893 0 I I 0.6 2,500 26.5 22.0 0.952 0 I I 0.7 2.667 27.0 23.3 1. 008 0 I I 0.7 2,833 29.5 24.7 1.066 0 I I 0.7 3,000 32.7 26.4 1. 143 0 I I 0.8 3.167 34,7 28,4 1. 229 0 I I 0.9 3.333 40.0 30.9 1.335 0 I I 0.9 3,500 78,7 38,7 1. 673 OI I I 1.2 3.667 117.5 55.0 2.378 IOI I I 1.7 51 lit> I I I I I I I I I I 3.833 156.2 77.5 3.350 10 I I I I 1 2.3 I 4.000 256.2 112.9 4.879 I 0 I I I I I 3.4 4.167 339.6 162.5 7.085 I 0 II I I 1 4.9 4.333 408.3 178.9 9.885 I 0 I I I I 5.2 4.500 486.1 199.6 13.437 I 0 I I 1 I I 5.6 I 4.667 602.8 226.3 18.002 I 0 I I I I I 6.2 4.833 714.2 259.8 23.724 1 0 I II I I 6.8 5.000 815.5 298.9 30.412 0 I II I 1 7.6 5.167 938.0 343,7 38.063 01 I I I I 8.5 I 5.333 1097.1 395.9 46.986 0 I II I 9.5 5.500 1296.8 423.4 57.831 0 I I I I 10.3 5.667 1472.1 434.9 70.989 10 I 1 I I 11. 0 5.833 1496.7 447.6 85,358 10 I 1 II 11. 7 I 6,000 1523.0 460.3 99.902 10 I 1 I 12.4 6.167 1426.0 472,5 113,786 10 I 1 I I 13.2 6,333 1157.5 482.4 125.002 I 0 I I I 13.7 6.500 874.4 488.8 132.307 I 0 I I I I 14.1 I 6.667 646.3 492.1 136.025 I 0 I 1 I I 14.3 6.833 461. 9 492.8 136,874 110 I I I 14.4 7.000 358.7 491. 8 135.744 I II 0 1 1 I 14.3 7.167 283.5 489.8 133.406 I I I 0 1 1 I 14.2 I 7.333 215.7 486.9 130.118 I I I 0 I 1 1 14.0 7.500 160.7 483.3 126.028 I I I 0 I I 1 13.8 7.667 115.5 479.1 121.302 I I I 0 I 1 1 13.6 7,833 86.2 474.6 116.123 II 10 1 I 13.3 I 8.000 72.5 469.8 110.711 II 10 1 I 13.0 8.167 57.6 465.0 105.169 II 10 I I 12.7 8.333 42.0 460.0 99.485 I 10 I 12.4 I 8,500 26.5 454.8 93.657 I 10 I 12.1 8.667 12.0 449.6 87.693 I 10 I 11. 8 8.833 6.8 444.3 81. 666 I 10 I 11.5 9.000 6.0 439.0 75.670 I 10 1 11.2 I 9,167 0.0 433.8 69.700 I 10 1 10.9 9.333 0.0 428.6 63.761 I 10 I 10,6 9.500 0.0 423.4 57.894 I 0 1 10.3 9.667 0.0 418.3 52.097 I 0 1 10.0 I 9.833 0.0 393.1 46,509 I 0 I 9.4 10.000 0.0 362.6 41. 304 I 01 1 8.8 10.167 0.0 334.5 36.502 I 01 1 8.3 10.333 0.0 308.6 32.073 I 0 I 1 7.8 I 10.500 0.0 284.7 27.986 I 0 I 1 7.3 10.667 0.0 262.7 24.216 I 0 I 1 6.9 10.833 0.0 242.3 20.738 I 0 I 1 6.5 11. 000 0.0 223.6 17.529 I 0 I 1 6.1 I 11.167 0.0 206,3 14.569 I 0 I 1 5.8 11. 333 0.0 190.3 11. 837 I 0 I 1 5.5 11.500 0.0 175.6 9.318 I 0 I 1 5.2 11.667 0.0 161. 9 6.994 I 0 I 4.9 I 11. 833 0.0 117.4 5.071 I 0 I 3.5 12.000 0.0 85.1 3.677 10 I 2,6 12.167 0.0 61. 7 2.666 10 I 1.9 I 12.333 0.0 44.7 1. 933 0 I 1.4 12,500 0.0 32.4 1. 401 0 I 1.0 12.667 0.0 23.5 1. 016 0 I 0.7 12.833 0.0 17.0 0.737 0 I 0.5 I 13.000 0.0 12.4 0.534 0 I 0.4 13.167 0.0 9.0 0.387 0 I 0.3 13.333 0.0 6,5 0,281 0 I 0.2 13.500 0.0 4.7 0.204 0 I 0.1 I 13.667 0.0 3.4 0.148 0 1 0.1 13.833 0,0 2,5 0.107 0 I 0.1 I 51- (.,1..- I I I 14.000 0.0 1.8 0.078 0 0.1 14.167 0.0 1.3 0.056 0 0.0 14.333 0.0 0.9 0.041 0 0.0 14.500 0.0 0.7 0.030 0 0.0 14.667 0.0 0.5 0.021 0 0.0 14.833 0.0 0.4 0.016 0 0.0 15.000 0.0 0.3 O.Oll 0 0.0 I I ****************************HYDROGRAPH DATA......*....**..*****....*... Number of intervals = 90 Time interval = 10.0 (Min.) Maximum/Peak flow rate = 492.8 (CFS) Total volume = 250.89 (Ac.Ft) Status of hydro graphs being held in storage stream 1 Stream 2 Stream 3 Stream 4 Stream 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Peak (CFS) Vol (Ac.Ft) I I *********************************************************************** I I I I I I I I I I I I 03 (,~ I I I I I I I I I I I I I I I I I I I ~ ~ APPENDIX "G" ROUTING CALCULATIONS FOR OFFSlTE AREA FLOWS AT POINT I 100- YEAR 24-HOUR =;~ . ~o... I I I FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1991 study date: 09/30/96 I I PASEO DEL SOL ROUTE OFFSITE AREA BASIN I 100 YEAR 24 HOUR STORM EVENT FILE:\PASEO\RAX24,HYD I The Kieth Companies, Moreno Valley Office - SIN 538 ********************* HYDROGRAPH INFORMATION ********************** From study/file name: al0024.rte ****************************HYDROGRAPH DATA******************.********* Number of intervals = 120 Time interval = 15.0 (Min.) Maximum/Peak flow rate = 1129.0 (CFS) Total volume = 552.01 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 I I I Peak (CFS) Vol (Ac.Ft) *********************************************************************** I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING **** I User entry of depth-out flow-storage data I Total number of inflow hydro graph intervals = 120 Hydrograph time unit = 15.000 (Min.) Initial depth in storage basin = O.OO(Ft.) I Initial basin depth = Initial basin storage = Initial basin outflow = I Depth vs. Storage and Basin Depth Storage (Ft.) (Ac,Ft) I 0.000 1. 000 1. 500 2.000 2,500 3.000 3.500 4.000 0.000 0.180 0,720 1.850 3.560 5.860 8.730 12.180 I I I 0.00 (Ft.) 0.00 (Ac.Ft) 0.00 (CFS) Depth vs. Discharge data: Outflow (S-O*dt/2) (CFS) (Ac.Ft) 0.000 7.000 16.000 28.000 43.000 60.000 83.000 109.000 0.000 0.108 0.555 1.561 3.116 5.240 7.873 11.054 is'\- (S+O*dt/2) (Ac.Ft) 0.000 0.252 0.885 2.139 4.004 6.480 9.587 13.306 10 I I 4.500 16.210 141. 000 14.753 17.667 5.000 20.810 176.000 18.992 22.628 I 5,500 26.130 214.000 23.919 28.341 6.000 32,300 339.000 28.798 35.802 6.500 39.320 714.000 31. 944 46.696 I 7.000 47.200 1433.000 32.396 62.004 7.500 55.830 2565.000 29.332 82.328 8.000 65.140 4637.000 17.237 113.043 8.500 75.130 7509.000 -2'.442 152.702 I -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- I Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow storage Depth (Hours) (CFS) (CFS) (Ac.Ft) .0 282.2 564.5 846.7 1129.0 (Ft. ) I 0.250 0.3 0.1 0.003 0 I I I I 0.0 0.500 1.8 0.7 0.017 0 I I I I 0.1 0.750 4.8 2.2 0.056 .0 I I I I 0.3 1. 000 8.3 4.7 0.120 0 I I I I 0.7 I 1. 250 11.2 7.3 0.197 0 I I I I 1.0 1. 500 13.0 8.7 0.282 0 I I I 1.1 1. 750 13.9 10.1 0.365 0 I I I 1.2 2.000 14.2 11. 2 0.435 0 I I I 1.2 I 2.250 15.1 12.2 0.495 0 I I I 1.3 2.500 16,5 13.3 0.558 0 I I 1.3 2.750 18.1 14.5 0.628 0 I I 1.4 3.000 19.6 15.8 0.706 0 I 1.5 I 3.250 21.3 16.8 0.793 0 I 1.5 3.500 22.9 17.8 0,892 0 I 1.6 3.750 23.9 18.9 0.995 0 I 1.6 I 4.000 24.7 20.0 1. 095 0 I 1.7 4.250 25.9 21. 0 1.194 0 I 1.7 4,500 27.6 22.2 1. 300 0 I I 1.8 4.750 29.7 23,4 1. 420 0 I I 1.8 I 5.000 31. 9 24.9 1. 557 0 I I 1.9 5.250 33.9 26.5 1. 707 0 I I 1.9 5.500 35.0 28.0 1. 855 0 I I 2.0 5.750 35.4 29.2 1. 991 01 I I 2.0 I 6.000 36.2 30.3 2.116 01 I I 2.1 6.250 38.2 31.5 2.245 01 I I 2.1 6.500 40.5 32.8 2.394 or I I I 2.2 6.750 42.8 34,2 2.561 01 I I I 2.2 I 7.000 45.2 35.9 2.745 10 I I I 2.3 7.250 47.4 37,6 2.942 10 I I 2.3 7.500 49.3 39.4 3,146 10 I I 2.4 7.750 53.0 41.3 3.370 10 I I 2.4 I 8.000 64.2 44.0 3.700 10 I I 2.5 8.250 89.7 48,7 4,332 101 I I 2.7 8,500 130.5 57.4 5.510 10 I I I 2.9 8.750 178,0 72.0 7.360 I 0 I I I 3.3 I 9.000 224,6 91. 3 9.832 I 0 I I I 3.7 9.250 271.1 114.2 12.831 I 0 II I 4,1 9.500 326.6 142.1 16.358 I 0 II I 4.5 I 9,750 390.0 173.6 20.498 I 0 I I I 5.0 10.000 455.2 208.0 25.287 I 0 I I I 5.4 10.250 503.0 292.7 30.013 I 0 I I 5.8 10,500 508.6 395.4 33.355 I I 0 I I 6.1 I 10.750 478.3 465.1 34,661 I I 0 I 6.2 11.000 462,3 468.8 34.730 I I 0 I 6.2 I IS/? i.\ I I 11. 250 495.0 475.8 34.861 I 01 I I / 6.2 I 11.500 537.8 504.7 35.401 I 011 I I 6.2 11.750 554,7 534.2 35.955 I 01 I I 6.3 12.000 552.1 547.8 36.209 I 01 I I 6.3 12.250 557.1 552.6 36.299 I 01 I I 6.3 I 12.500 603.8 572.4 36.669 I 01 I I 6.3 12,750 700.9 629.3 37.734 I /0 I / I 6.4 13.000 813.2 722.4 39.412 I I 0 II I 6.5 13.250 914.5 859,7 40.917 I I 01 I 6.6 I 13.500 1020. 3 964.2 42.062 I I I 01 I 6.7 13,750 11 09.7 1062.0 43.134 I I I 011 6.7 14.000 1129.0 1117.7 43.744 / I I 01 6.8 14.250 1072,0 1101. 0 43.562 I I / 101 6.8 I 14.500 1015.5 1045.5 42.953 I I I 10 I 6.7 14.750 1016.1 1016.7 42.637 I I I 0 I 6.7 15,000 1034,5 1025.0 42.729 I I I 0 I 6.7 15,250 1036.4 1035.2 42.840 I I I 0 / 6.7 I 15.500 1023.0 1029.9 42.782 I I I 10 I 6.7 15.750 993.4 1008,8 42,551 I I / 0 I 6.7 16.000 944.9 970.3 42.129 I I I 10 I 6.7 16.250 861.9 905.3 41. 417 I I 10 I 6.6 I 16.500 727.9 798,1 40.242 I I I 0 I I 6.6 16.750 557.5 665.1 38.405 I II 0 I I 6.4 17.000 399.8 532.5 35.922 I I 0 I I 6.3 17.250 305.7 404.6 33.529 I 0 I / 6.1 I 17.500 249.4 327.0 31. 706 110 I I 6.0 17.750 211. 5 293.6 30.057 I 0 I I 5,8 18.000 182,9 260.2 28.410 I 01 / I 5.7 I 18.250 158.8 229.3 26.883 I 0 I I I 5.6 18.500 137.2 208.9 25.415 I 0 I I I 5.4 18.750 118.7 197.8 23,858 I 0 I I / 5,3 19.000 102.9 185.8 22.185 I 0 1 I / 5.1 I 19.250 88.6 173.3 20.453 I 0 I I 5,0 19.500 75.5 160.0 18.706 I I 0 I I 4.8 19.750 63.8 146.8 16.975 II 0 I I 4.6 20.000 56.2 133.9 15.315 I I 0 I I 4.4 I 20.250 49.6 121. 6 13.769 I I 0 I I 4.2 20.500 42.3 110.1 12.323 I I 0 I I 4.0 20,750 36.6 99.9 10.968 110 I I 3.8 21. 000 32.1 90.4 9.713 I 0 I / 3.6 I 21.250 27.9 81. 6 8.555 I 0 I / 3.5 21.500 24,1 73.1 7.494 I 0 I I 3.3 21. 750 20.4 65.3 6.523 10 / I 3.1 22.000 18.0 58.4 5.641 10 I I 3.0 I 22.250 14.5 52.4 4.833 10 I I 2.8 22.500 14,4 47.0 4.105 10 I I 2.6 22.750 14.1 42.3 3.477 10 I I 2.5 23.000 13.6 37.5 2.938 10 I I 2.3 I 23.250 12.8 33.5 2.477 0 I / 2.2 23.500 12.3 30,0 2,080 0 I I 2.1 23,750 12.0 26.9 1. 744 0 I I 2.0 I 24.000 11. 8 23.9 1. 465 0 I I 1.8 24.250 11.3 21.5 1. 235 0 / I 1.7 24.500 9.9 19.3 1. 033 0 I I 1.6 24.750 7.5 17.2 0.834 0 I I 1.6 I 25.000 5.2 14.6 0.637 0 I I 1.4 25.250 3.9 11. 6 0.459 0 I I 1.3 25.500 3.1 9.2 0.315 0 I I 1.1 25.750 2.5 7.4 0,201 0 I I 1.0 I 26.000 2.1 4.8 0.123 0 I I 0.7 26.250 1.8 3.1 0.081 0 I I 0.4 I g(p 12- I I I 26.500 1.5 2.3 0.058 0 0.3 26.750 1.2 1.7 0.045 0 0.2 27.000 1.0 1.4 0,036 0 0.2 27.250 0.9 1.1 0.029 0 0.2 27.500 0.7 0.9 0.024 0 0.1 27.750 0.6 0.8 0.020 0 0.1 28.000 0.5 0.7 0.017 0 0.1 28.250 0.4 0.5 0.014 0 0.1 28.500 0.3 0.4 0.011 0 0.1 28.750 0.3 0.4 0.009 0 0.1 29.000 0.2 0.3 0.007 0 0.0 29.250 0.2 0.2 0.006 0 0.0 29.500 0.1 0.2 0.004 0 0.0 29.750 0.1 0.1 0.003 0 0.0 30.000 0.1 0.1 0.002 0 0.0 30.250 0.0 0.1 0.001 0 0.0 I I I I ****************************HYDROGRAPH DATA************.****..********* Number of intervals = 121 Time interval = 15.0 (Min.) Maximum/Peak flow rate = 1117.7 (CFS) Total volume = 552.01 (Ae,Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 stream 5 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0,000 Peak (CFS) Vol (Ae.Ft) I I *********************************************************************** I -------------------------------------------------------------------- I I I I I I I I I r:71 '\?J I I I I I I I I I I I I I I I I I I I 100 YEAR - 24 HOUR STORM AMOUNT OF FLOW CROSSING BUTTERFIELD STAGE ROAD ENTERING SOUTHERLY PORTION OF TRACT 24182 OUTFLOW PER AMOUNT AMOUNT AMOUNT AMOUNT AMOUNT TIME HYDROGRAPH DEPTH THRU 72" THRU 36" OVER ACROSS ACROSS (HOURS) (C.F.S.) (FT.) (C.F.S.) (C.F.S.) ROADWAY BUT. STG. S.H.79 (C.F.S.) (C.F.S.) (C.F.S.) 9.500 142.1 4.5 131.0 11.1 0.0 0.0 9.750 173.6 5.0 155.5 18.1 0.0 0.0 10.000 208.0 5.4 177.0 25.4 5.6 5.6 10.250 292.7 5.8 195.8 32.4 64.5 64.5 10.500 395.4 6.1 209.6 37.6 148.2 148.2 10.750 465.1 6.2 214.2 39.2 211.7 211.7 11.000 468.8 6.2 214.2 39.2 215.4 215.4 11.250 475.8 6.2 214.2 39.2 222.4 222.4 11.500 504.7 6.2 214.2 39.2 251.3 251.3 11.750 534.2 6.3 218.8 40.8 274.6 274.6 12.000 547.8 6.3 218.8 40.8 288.2 288.2 12.250 552.6 6.3 218.8 40.8 293.0 293.0 12.500 572.4 6.3 218.8 40.8 312.8 312.8 0.0 12.750 629.3 6.4 223.4 42.4 363.5 357.6 5.9 13.000 722.4 6.5 228.0 . 44.0 450.4 428.5 21,9 13.250 859.7 6.6 232.2 45.4 582.1 541.2 40.9 13.500 964.2 6.7 236.4 46.8 681.0 622.6 58.4 13.750 1062.0 6.7 236.4 46.8 778.8 712.1 66.7 14.000 1117.7 6.8 240.6 48.2 828.9 748.2 80.7 14.250 1101.0 6.8 240.6 48.2 812.2 733.1 79.1 14.500 1045.5 6.7 236.4 46.8 762.3 697.0 65.3 14.750 1016.7 6.7 236.4 46.8 733.5 670.6 62.9 15.000 1025.0 6.7 236.4 46.8 741.8 678.2 63.6 15.250 1035.2 6.7 236.4 46.8 752.0 687.6 64.4 15.500 1029.9 6.7 236.4 46.8 746.7 682.7 64.0 15.750 1008.8 6.7 236.4 46.8 725.6 663.4 62.2 16.000 970.3 6.7 236.4 46.8 687.1 628.2 58.9 16.250 905.3 6.6 232.2 45.4 627.7 583.6 44.1 16.500 798.1 6.6 232.2 45.4 520.5 484.0 36.5 16.750 665.1 6.4 223.4 42.4 399.3 392.8 6.5 17.000 532.5 6.3 218.8 40.8 272.9 272.9 0.0 17 .250 404.6 6.1 209.6 37.6 157.4 157.4 0.0 17.500 327,0 6.0 205.0 36.0 86.0 86.0 0.0 17.750 293.6 5.8 195.8 32.4 65.4 65.4 0.0 18.000 263.2 5.7 191.2 30.6 41.4 41.4 0.0 18.250 229.3 5.6 186.6 28.8 13.9 13.9 0.0 18.500 208.9 5.4 177.0 25.4 6.5 6.5 0.0 18.750 197.8 5.3 172.0 23.8 2.0 2.0 0.0 19.000 185.8 5.1 162.0 20.6 3.2 3.2 0.0 19.250 173.3 5.0 155.5 17.8 0.0 0.0 0.0 19.500 160.0 4.8 144.7 15.3 0.0 0.0 0.0 1 0/2196 PALOHYD.XLS, out_24 58 1~ I I I I I I I I I I I I I I I I I I I I ~ ~ APPENDIX "H" COMBINE HYDROGRAPHSIROUTING CALCULATIONS FOR ONSITE AND OFFSITE FLOW AT POINT 2 100-YEAR 24-HOUR ~ ri l' ~~ I I I FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1991 Study date: 10/02/96 I I PASEO DEL SOL INTERIM DETENTION BASIN DESIGN WITHIN PORTION OF TRACT 24182 100 YEAR 24 HOUR STORM EVENT FILE:\PASEO\R82X24.HYD I The Kieth Companies, Moreno Valley Office - SiN 538 ********************* HYDROGRAPH INFORMATION ********************** I From study/file name: offx24.rte ********************** Hydrograph Information ************************ From manual input hydrograph I ****************************HYDROGRAPH DATA*.*.****.**************.***. Number of intervals = 78 Time interval = 15.0 (Min.) Maximum/Peak flow rate = 748.2 (CFS) Total volume = 273.71 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** I I I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** PRINT CURRENT HYDRO GRAPH **** I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ P R I N T 0 F S TOR M Run 0 f f H Y d r 0 g rap h Hydrograph in 15 Minute intervals (CFS) I Time (h+m) Vo1ume(Ac.Ft) Q (CFS) 0 187.1 374.1 561. 2 748.2 I 9+30 0.0000 0.00 Q I 9+45 0.0000 0.00 Q I 10+ 0 0.1157 5.60 Q I 10+15 1.4483 64.50 V Q I 10+30 4.5103 148.20 V Q I 10+45 8.8843 211. 70 V IQ 11+ 0 13.3347 215,40 IV IQ 11+15 17.9298 222.40 I V IQ 11+30 23.1219 251. 30 I V I Q 11+45 28.7955 274.60 I V I Q 12+ 0 34.7500 288.20 I V I Q 12+15 40.8037 293.00 I V I Q 12+30 47.2665 312.80 I V I Q 5" 1~ I I I I ****************************HYDROGRAPH DATA**************************** Number of intervals = 78 Time interval = 15.0 (Min.) Maximum/Peak flow rate = 748.2 (CFS) Total volume = 273.71 (Ac,Ft) Status of hydro graphs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 stream 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 I I I 12+45 13+ 0 13+15 13+30 13+45 14+ 0 14+15 14+30 14+45 15+ 0 15+15 15+30 15+45 16+ 0 16+15 16+30 16+45 17+ 0 17+15 17+30 17+45 18+ 0 18+15 18+30 18+45 19+ 0 19+15 I I I I I I I I I 54.6550 63.5083 74.6901 87.5537 102.2665 11 7.7252 132.8719 147.2727 161.1281 175.1405 189.3471 203,4525 217.1591 230.1384 242.1963 252.1963 260.3120 265.9504 269.2025 270.9793 272.3306 273,1860 273.4731 273.6074 273.6488 273.7149 273.7149 Peak (CFS) Vol (Ac.Ft) 357.60 428.50 541. 20 622.60 712.10 748.20 733.10 697.00 670.60 678.20 687.60 682,70 663.40 628.20 583.60 484.00 392.80 272.90 157.40 86,00 65.40 41. 40 13.90 6.50 2.00 3.20 0.00 I I I I I I I I I I I I J I I I I I I I Q I Q I Q Q Q Q Q Q V I VI V QI I Q I I I V I VI V I V I V I I I I I I Q Q I I I I I I I 1 I I I I Q I I I I I I I I V I VI V I IQ I I I I I I I I I I I I Q I I I I Q I Q QI Q I Q I Q I Q I Q I Q I I V I V I vI V I VI VI vI VI VI VI VI V V V V Q Q Q *********************************************************************** I I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 2.000 to Point/Station 3.000 **** ADD/COMBINE/RECOVER HYDROGRAPHS **** ********************* HYDROGRAPH INFORMATION ********************** I From study/file name: 821024.rte ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ P R I N T 0 F 5 TOR M Run 0 f f H Y d r 0 g rap h I I Hydrograph in 15 Time (h+m) Add q(CFS) Tot. Q I 0+15 0+30 0+45 I 0,3853 0,9069 1.1324 0.39 Q 0.91 Q 1.13 Q o Minute intervals (CFS) 203.9 407.9 (PO 611.8 815.7 '\1 I I 1+0 1.3778 1.38 Q 1+15 1. 3606 1. 36 Q I 1+30 1. 2267 1.23 Q 1+45 1. 2073 1.21 Q 2+ 0 1. 3888 1.39 Q 2+15 1.5533 1.55 Q I 2+30 1. 5838 1.58 Q 2+45 1. 7876 1. 79 Q 3+ 0 1. 9520 1. 95 Q I 3+15 1,9825 1.98 Q 3+30 1. 9936 1. 99 Q 3+45 1. 9936 1. 99 Q 4+ 0 2.1863 2.19 Q I 4+15 2.3508 2.35 Q 4+30 2.5739 2.57 Q 4+45 2.7495 2.75 Q 5+ 0 2.972 6 2.97 Q I 5+15 2 . 7629 2.76 Q 5+30 2.6571 2.66 Q 5+45 2.9643 2,96 Q 6+ 0 3.1371 3.14 Q I 6+15 3.3714 3.37 Q 6+30 3.5469 3.55 Q 6+45 3.7701 3.77 Q 7+ 0 3.9456 3.95 Q I 7+15 3.9762 3.98 Q 7+30 3.1271 3.13 Q 7+45 4.5956 4.60 Q 8+ 0 8.5402 8.54 Q I 8+15 14.8427 14.84 Q 8+30 19,1081 19.11 Q 8+45 22.3108 22.31 Q I 9+ 0 26.6541 26.65 Q 9+15 33.0026 33.00 Q 9+30 39.1750 39.17 Q 9+45 44.0026 44.00 Q I 10+ 0 48.6311 54.23 Q 10+15 37.7303 102.23 q Q 10+30 27.1532 175.35 q Q 10+45 35.2771 246.98 q Q I 11+ 0 43.2348 258.63 q Q 11+15 43.3379 265.74 q Q 11+30 42.7465 294.05 q Q 11+45 39.0821 313.68 q Q I 12+ 0 38.0970 326.30 q Q 12+15 53.1014 346.10 q Q 12+30 67.1021 379.90 q Q 12+45 75.3183 432.92 q Q I 13+ 0 82.0816 510.58 q Q 13+15 94.5414 635.74 q Q I 13+30 103.7467 726.35 q I Q I 13+45 84.6388 796.74 q I QI I 14+ 0 67.5444 815.74 q I Q 14+15 72.3333 805.43 q I QI 14+30 76.1983 773.20 q I Q I I 14+45 76.1993 746.80 q I Q I 15+ 0 74.8305 753.03 q I Q I 15+15 71.5617 759.16 q I Q I 15+30 68.0924 750.79 q I Q I I 15+45 58.7260 722,13 q I Q 1 16+ 0 52.1257 680.33 q I Q I I 471 "\l6 I I I 16+15 27.3148 610.91 Iq I QI 16+30 6.6956 490.70 q I Q I 16+45 2.7643 395.56 q QI I 17+ 0 1. 2378 274.14 q Q I I 17+15 1.5926 158.99 q Q I I 17+30 1. 9104 87.91 q Q I I 17+45 1.9715 67.37 q Q I I 18+ 0 1. 8010 43.20 q Q I I 18+15 1. 6365 15.54 Q I I 18+30 1.6060 8.11 Q I 18+45 1. 4022 3.40 Q I 19+ 0 1. 0451 4.25 Q I 19+15 1.0428 1. 04 Q I 19+30 1. 3583 1.36 Q I 19+45 1.3496 1.35 Q I 20+ 0 1. 0340 1. 03 Q I 20+15 1. 0428 1. 04 Q I 20+30 1.1657 1.17 Q I 20+45 1.1851 1.19 Q I 21+ 0 1. 0035 1.00 Q 21+15 1. 0317 1.03 Q 21+30 0.9730 0.97 Q 21+45 1. 0206 1. 02 Q 22+ 0 0.9730 0.97 Q 22+15 1. 0206 1.02 Q 22+30 0.9730 0.97 Q 22+45 0.8280 0.83 Q 23+ 0 0.8085 0.81 Q 23+15 0.7974 0.80 Q 23+30 0.7974 0.80 Q 23+45 0.7974 0.60 Q 24+ 0 0.7974 0.80 Q 24+15 0.4121 0.41 Q 24+30 0.0832 0.08 Q 24+45 0.0222 0.02 Q ----------------------------------------------------------------------- I I I I I I I I I ****************************HYDROGRAPH DATA**************************** Number of intervals = 99 Time interval = 15.0 (Min.) Maximum/Peak flow rate = 815.7 (CFS) Total volume = 312.66 (Ac.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Peak (CFS) Vol (Ac.Ft) I I *********************************************************************** I ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/station 3.000 to Point/Station 4.000 **** RETARDING BASIN ROUTING **** I I User entry of depth-out flow-storage data I Total number of inflow hydrograph intervals = 99 Hydrograph time unit = 15.000 (Min.) Initial depth in storage basin = O.OOIFt.) I "2 '\~ I I I I I I I I I I I I I I I I I I I -------------------------------------------------------------------- Initial basin depth : Initial basin storage = Initial basin outflow: 0.00 (Ft.) 0.00 (Ac.Ft) 0.00 (CFS) --------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Basin Depth Storage (Ft.) (Ac.Ft) Depth vs. Discharge data: Outflow (S-0*dt/2) (CFS) (Ac.Ft) (S+0*dt/2) (Ac.Ft) --------------------------------------------------------------------- 0.000 4.900 9.900 14.900 19.900 0.000 7.000 50.600 147.300 278.800 0.000 162.000 417.000 502.000 592.000 0.000 5.326 46.292 142.114 272.684 0.000 8.674 54.908 152.486 284.916 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: '1'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time (Hours) 0.250 0.500 0.750 1. 000 1. 250 1. 500 1. 750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000 5.250 5.500 5.750 6.000 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 Inflow (CFS) 0,4 0.9 1.1 1.4 1.4 1.2 1.2 1.4 1.6 1.6 1.8 2.0 2.0 2,0 2.0 2.2 2.4 2.6 2,7 3.0 2.8 2.7 3.0 3.1 3.4 3.5 3.8 3.9 4.0 3.1 4.6 8.5 14.8 19.1 22.3 26.7 33,0 39.2 Outflow (CFS) 0.1 0.3 0.6 0.8 1.0 1.1 1.2 1.2 1.3 1.4 1.5 1.7 1.8 1.9 1.9 2.0 2.1 2.2 2,4 2.6 2.7 2.7 2.7 2.9 3.0 3.2 3.4 3.6 3.7 3.7 3.7 4.8 7.5 11.1 14.8 18.6 22.9 28.0 Storage (Ac.Ft) .0 0.003 0 0.013 0 0.025 0 0.036 0 0.045 0 0.049 0 0.051 0 0.053 0 0.057 0 0.061 0 0.066 0 0.071 0 0.077 0 0.080 0 0.083 0 0.086 0 0.090 0 0.097 0 0,104 0 0.111 0 0.116 0 0.117 0 0.118 0 0.124 0 0.130 0 0.138 0 0,146 0 0.154 0 0.160 0 0,158 0 0.161 0 0.209 0 0.323 0 0.481 0 0.641 0 0.802 01 0.990 01 1.210 10 203.9 1 1 I I I I I &3 407.9 I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I 1 1 I I I I 1 I 611. 8 I I I I I I I I I 1 I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I I Depth 815.7 (Ft.) I 0.0 I 0.0 I 0.0 I 0.0 I 0.0 1 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I 0.1 I 0.1 I 0.1 I 0,1 I 0.1 1 0.1 1 0.1 I 0.1 I 0.1 I 0.1 1 0.1 I 0.1 I 0.1 I 0.1 I 0.1 I 0.1 I 0.1 I 0.1 I 0.1 I 0.1 I 0.1 I 0.2 I 0.3 I 0.4 I 0.6 I 0.7 I 0.8 ~ I I 9.750 44.0 33,2 1. 436 10 I I I I 1.0 I 10.000 54.2 39.4 1. 701 101 I I I I 1.2 10.250 102.2 54.4 2.349 I o I I I I I 1.6 10.500 175.4 86.9 3.757 I 0 I I I I I 2.6 10.750 247.0 134.9 5.828 I 0 II I I I 4.1 I 11.000 258.6 167.4 7.928 I 0 I I I I I 5.0 11. 250 265.7 178.2 9.775 I 0 I I I I I 5.2 11. 500 294.0 189.8 11. 755 I 01 I I I I 5.4 11.750 313.7 202.8 13.978 I 01 I I I I 5.7 I 12.000 326.3 216.2 16.261 I 0 I I I I 6.0 12.250 346.1 229.8 18.600 I 10 I I I I 6.2 12.500 379,9 245.0 21.194 I 10 I I I 1 6.5 12.750 432,9 263.4 24.339 I I 0 I I I 6.9 I 13.000 510.6 287.1 28.398 1 1 0 I I I I 7.4 13.250 635.7 319.7 33.971 1 I 0 I I I 8.0 13.500 726.3 360.9 41. 010 I I 0 I I I I 8.8 13.750 796.7 406,6 48.816 I I 01 I II 9.7 I 14.000 815.7 422.5 56.909 I I 0 1 I 10.2 14.250 805.4 429.5 64.854 I I 0 I II 10.6 14.500 773.2 436.0 72.221 I I 0 I I I 11.0 14.750 746.8 441. 8 78,855 1 I 0 1 I 1 11. 4 I 15.000 753.0 447.4 85.163 I I 0 I I 11. 7 15.250 759,2 452.9 91.484 I I 0 I I 12.0 15.500 750.8 458.4 97.668 I I 0 I I 12.3 15.750 722.1 463.4 103.362 1 I 0 I I 12.6 I 16,000 680.3 467.7 108.232 I I 0 I 1 12.9 16.250 610.9 470.9 111,876 I I 0 I I 13.1 16.500 490.7 472.3 113,512 I I 01 I 13.2 I 16.750 395.6 471. 8 112.915 I I I 0 I 13.1 17.000 274.1 469.3 110.112 I I I 0 I 13.0 17.250 159.0 464,8 104.937 I I I 0 I 12.7 17.500 87.9 458.6 97.948 1 I 1 0 I 12.3 I 17.750 67,4 451. 8 90.148 1 I I 0 I 11. 9 18.000 43.2 444.6 82.030 II I 0 I 11.5 18.250 15.5 437.2 73.527 I I 0 I 11.1 18.500 8.1 429.5 64.818 I I 0 I 10.6 I 18,750 3.4 421. 9 56.142 I I 0 I 10.2 19.000 4.2 400.2 47.729 I I 01 I 9.6 19.250 1.0 354.9 39.982 I I 0 I I 8.7 19.500 1.4 314.6 33.091 I I 0 I I 7.9 I 19.750 1.3 278,9 26.988 I I 0 I I 7.2 20.000 1.0 247,3 21. 577 I 10 1 I 6.6 20.250 1.0 219.2 16.780 I 0 I I 6.0 20.500 1.2 194.3 12.530 I 01 I I 5.5 I 20.750 1.2 172.3 8.767 I 0 I I I 5.1 21. 000 1.0 130.9 5.657 I 0 I I I 4.0 21. 250 1.0 80.8 3.491 I 0 I I I 2.4 21. 500 1.0 50.0 2.160 10 I I I 1.5 I 21. 750 1.0 31.1 1.343 10 I I I 0.9 22.000 1.0 19.5 0.842 0 1 I I 0.6 22.250 1.0 12.3 0.533 0 I I I 0.4 I 22.500 1.0 8.0 0.344 0 I I 1 0.2 22.750 0,8 5.2 0.226 0 1 I I 0.2 23,000 0.8 3.5 0.153 0 I I I 0.1 23.250 0.8 2.5 0,107 0 I I I 0.1 I 23,500 0.8 1.8 0.079 0 I 1 I 0.1 23.750 0.8 1.4 0.062 0 I I I 0.0 24.000 0.8 1.2 0.051 0 1 I I 0.0 24.250 0.4 1.0 0.042 0 I I I 0.0 I 24.500 0,1 0,7 0.030 0 I 1 I 0.0 24.750 0.0 0.4 0.019 0 I I I 0.0 I (04 ~\ ****************************HYDROGRAPH DATA**************************** Number of intervals = 100 Time interval = 15.0 (Min.) Maximum/Peak flow rate = 472.3 (CFS) Total volume = 312.65 (Ae.Ft) Status of hydrographs being held in storage stream 1 Stream 2 Stream 3 Stream 4 Stream 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 I I 25.000 I I I 0.0 0.3 0.012 0 0.0 Peak (CFS) Vol (Ae.Ft) *********************************************************************** I I I I I I I I I I I I I I 05 ~~ I I I I I I I I I I I I I I I I I I I ~. ~ APPENDIX "I" WSPG CALCULATIONS - 72" STUB-OUT riil fii ~? 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" ... H o Z t""' ~ '" t""' '" '" I H "'l'lZ Ot""'< "'''' <" ... I I I I I I I I I "" o " ... ,. . '" ". . >; ~" "'... '" """" o 0 3"'''' "0 00 ~ .,,'" " "" '0 H" . " " '" . " "''' "''' 00< " "" . . H" " t""'" o '" ~ < t""'. . H 0 ~'" ~... . H ,<Z Gl o H H ". o . , '" ~ Z o """ '" ""'0 t""'''' ~:Z:~~:g "''Ut""' "'0,;;) ;;:;'l;;; t'1~t""'O t""', t""'" ["I{J] =;l:'t'l <':to t""' '" ~O'" :::):0 0 "t""' l'l " '" '" ...' '" ... o " '" < " ~~~ t""'H "'Z Z '" ~' ...,X<rrl(f1 t':l [>].. X )::l ):q-' -.J H <0 tvcn '" "... , H >:Z Gl "'Gl ""''0 "Z ..., ::c. ['l tv ....,t>1;:t1 ::: t""'Gl "' '" ... C OJ "'''' , t""'C 0 l'l", 00 <cry ... " " "" "'H '0'" "'H "''' " t""' I z o ~ " l'l '0 ... '" I '" W Ol "'" HGl "... ~ I HOJ ,,~ Z'" O~ I N t""' N " ~ l'l '0 HZ "'0 " 0:: OJ '0 " I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ~ o '" ..., ~ o ~ H o '" '" OJ ..., " ~ N '" '" Ol ~ o '" ..., OJ " ~ ~ o '" '" ..., '" ~ ~ " '" '" Ol ~ " '" OJ ~ " ~ ~ o '" ..., '" '" ~ ~ " '" '" Ol ~ o '" OJ '" W ~ ~ o '" OJ ~ ~ " ~ N m '" Ol ~ o '" Ol W '" ~ ~ o '" OJ ..., -zb w ~ H " '" '" Ol ~ " '" Ol '" Ol ~ ~ o '" Ol ~ ~ " '" '" Ol " ..., ~ o '" Ol Ol '" H ~ " '" Ol ~ N o ~ N '" '" Ol H o '" o ~ '" ~ ~ o '" Ol ..., ~ ~ H " '" '" Ol ~ o '" o N Ol ~ ~ o '" Ol Ol o OJ ~ N '" '" Ol ~ o '" o w ..., ~ ~ o ..., o o o w H " '" '" Ol ~ t""' l'l Z ... ~ " '" ~ o '" o A o ~ ~ o ..., o o 0'\\ Ol Ol OJ ~ ~ o ..., '" OJ o ~ o w ~ ~ ~ o ..., ..., o ~ ~ o '" '" ~ ~ o ..., OJ ~ '" ~ ~ o N ~ H o ..., Ol ~ '" ~ ~ W Ol ~ ~ o Ol o o ..., ~ ~ ..., OJ ~ ~ o OJ o OJ OJ ~ N ~ Ol ~ ~ o OJ ~ '" " H N '" Ol ~ ~ o Ol N N OJ ~ W o N ~ ~ o OJ " OJ OJ ~ W ~ '" ~ ~ o OJ W ~ W ~ W Ol W ~ ~ o Ol W Ol W N OJ o N OJ o " OJ o " OJ o N OJ o " OJ o " Ol o N '" o " OJ o " OJ o N OJ o ..., OJ '" ..., ~ Ol Ol o ..., ~ N ..., ..., ~ ~ o OJ OJ '" ..., o ~ ~ W " ..., o ~ OJ '" '" ~ ~ '" ~ ~ ~ o OJ OJ '" '" o o Ol OJ Ol W o ~ Ol " ~ ~ o '" '" ~ ~ o OJ OJ ..., ~ o o OJ '" ~ ~ o o Ol '" Ol ~ ~ o OJ OJ ..., '" o o ..., '" A OJ o o OJ ..., " ~ H o OJ OJ ..., OJ o o '" '" Ol '" o o ..., ~ ~ ..., Ol W ~ ~ o OJ OJ Ol H '" OJ ~ '" '" o '" ~ Ol '" Ol " '" '" N o o '" ..., '" " o " ..., N ~ ~ ~ o OJ OJ OJ N o o '" o w '" o o '" '" '" ~ ~ o OJ OJ OJ W o o ~ ~ o o o o '" Ol '" ~ ~ o OJ OJ Ol ~ o o w OJ ~ '" o o '" ~ ~ ~ ~ o Ol OJ OJ ~ o o w w '" OJ o o ~ Ol ~ ~ ~ o OJ OJ OJ ~ o o o o o o o o o o o o o o o o o o o o o o ~ W Ol W ~ W Ol W ~ W Ol W ~ W Ol W ~ W '" W ~ W Ol W ~ W Ol W ~ W Ol W H W Ol W ~ W Ol W ~ W Ol W '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" m '" '" '" '" '" '" '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o o o o o o o o o o " o o o o o o o o " o o o " o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I ~ o o o o o o I I I '" ... 1; H g H "''''Z Ot""'< "'''' <" ... t""' ~ '" t""' '" '" I I I I I I I I < 0 ~~$: t""'H "'z Z '" ~' P"r]::x::<t'Jtr:! t'JCr:l"X )::f)::ft"'-.IH <C NUl l'l "... , H >;Z Gl "'Gl ""''0 "Z ..., :::C. t':l f'V rr:lt':l:;o :; t""'Gl .", '" ... 00 OJ , o c ... I I I '" W OJ 0'" HGl "... ~ I H'" ,," '" Z'" O~ I N t""' N " I :g Gl '" '" "' o " ... ,. . '" H . >: ~" ,.... '" """" o 0 3 '" '" "0 c: ~ . "'" ""'" ". " . " " l'l . " '00 "'" 00< " "" . . H" " t""'" o l'l ~ < t', .HO ~'" ~... . H ,<Z Gl o H H ". o . , '" ~ Z o ""0 l'l "'" t""'''' ~:I:s;:~:g "''Ut""' "'00 <!"~ [t1~Fd t""" t""'" [!]{Jl =)::ft':l <.)::f t"' '" ~O'" :;)::f 0 ot""' l'l " '" '" ... '" ... o ~ "'''' t""'c l'l'U <cry " " "" "'H '0'" "'H "''' ~ Z o ~ " '" '0 ... '" '0 HZ "'0 " ;:: OJ '0 " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ~ o '" o ~ o ~ ~ o ..., o o ~~ " o ~ ~ ~ ~ o Ol o ~ ~ " OJ o ~ ..., ~ o ~ ..., ~ ~ " Ol o '" ~ o o ..., " '" OJ o " OJ o o . . " " " Z H Z Gl Z o " . . , 5i ... l'l " '" C " :;J " '" l'l t""' '" :;; ... H o Z Gl H < '" Z H '" t""' '" '" '" ... '" ~ o " l'l '" C " t""' '" H Z < '" " ... '" t""' l'l :;; ... H g H Z '" ~ '" o '" >: '" '" t""' l'l < <;:b '\\\ o o H Z < + " " I I o I I '" ... 1; H o Z t""' ~ l'l t""' '" '" I H "''''Z Ot""'< "'l'l <" ... I I I I I I I I '" o " ... ,. . '" ". . >: "" ,.... '" """" o 0 3 '" '" "OC~ .,,'" "",,'0 ". " . " " '" . " '0" "''' 00< " "". . H" " t""'" 0'" A < t""" .HO ~'" ~... . H ,<Z Gl o H ~ H o . , '" ~ Z '" " '" '" ... '" ... o ~ < 0 ~~~ t""'H l'lZ Z '" ~' '"'1X<C<JC<J ['1 ['].. X :to )::q"''' -.I ~ <0 NCI:l M "... , H >;Z Gl "''' "'''''0 "Z ..., ::C. tr:l f\) "Jt"1;:.::l :: t""'Gl ,"' '" ... C OJ "'''' , t""'C 0 "''0 00 <cry ... " " "" l'lH "'... "'H "'9 t""' I '" w OJ z o " '" o l'l '" ... '" I "'" HGl "... ~ I HOJ ,,~ z'" o~ I '0 1'; '" N t""' N " '0 HZ l'l0 " 0:: OJ '0 " I ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o w ..., " ~ o o Ol ~ '" ~ ~ o o '" '" ~ N '" '" Ol ~ W '" ~ o ~ w ~ ..., ~ ~ o ~ o " ~ N '" '" Ol ~ " ~ ..., '" W ~ ~ o ~ '" ..., " '" " ~ " '" '" '" ~ o " o o '" ~ ~ o ~ OJ Ol ~ N '" '" Ol " o ..., ~ o " " ~ " H ~ o " ~ '" ~ " '" '" Ol ~ '" ~ vb ~ '" N ~ o N W Ol W ~ ~ o N W OJ ~ " '" '" Ol ~ o " '" '" '" ~ H o " '" Ol ~ ~ ..., ~ " '" '" Ol ~ o N ..., o N ~ ~ o " ..., ..., ~ N '" '" Ol ~ W '" ~ o N OJ W OJ ~ ~ o N Ol '" ~ " '" '" Ol ~ N '" ~ o N Ol '" W ~ ~ o w ~ ~ ~ " '" '" '" ~ ~ ..., ~ o Ol ~ o w o '" o ~ ~ o W N '" ~ " '" '" Ol "2\\ I o "''' l'l ",,'0 t""'''' ~:I:s;:~~ "''Ut""' "'O~ ;;:;'l:;; t'1~t"'O &; en =~ ~ <. ~ t""' '" ~O'" =:t' 0 "t""' '" ~ ..., o ~ ~ o ..., o " o '" o o o ~ H o ..., o " o '" ~ ~ ~ ~ ~ o ..., o ~ '" '" ~ N ~ H ~ o ..., o ~ " ~ OJ '" ~ H ~ o ..., " o OJ A '" " ~ ~ ~ o ..., o o A ~ ~ ~ ~ ~ ~ o '" Ol Ol Ol ~ " ~ Ol ~ ~ o '" Ol '" W A o ~ ~ ~ ~ o '" Ol OJ ..., w Ol ..., '" ~ ~ o '" Ol OJ o w ..., N o ~ ~ o '" Ol ..., W ~ W o ~ W o ~ W o ~ W o ~ W o ~ W o ~ W o ~ W o ~ W o ~ W o ~ W o ~ '" N ~ '" N ~ '" o ~ '" ..., ~ ..., '" ~ OJ ~ ~ Ol W " o N " ~ N " " W N W ~ o w '" ~ ~ " ..., o '" '" o o o ~ o w o o o w '" ~ ~ " ..., o '" '" o " o o Ol '" o o o ~ o ~ ~ o ..., o '" '" o o o o Ol W o o o ~ W ~ ~ " ..., o '" '" o o o ~ o ~ o o o ~ OJ ~ H o ..., o '" '" o o o ~ H ~ o o o '" W ~ H o ..., o '" '" o o o ~ " W o o o '" OJ ~ ~ o ..., o '" ..., o o o ~ w OJ o o o '" ~ ~ ~ o ..., o '" ..., o o o ~ '" ~ o o o ..., o ~ ~ o ..., o '" ..., o o o ~ ..., W o o o ..., ..., ~ ~ o ..., o '" ..., o o o ~ '" '" o o o OJ '" ~ ~ o ..., o '" ..., o o o N " o o o o o o o o o o o o o o o o o o o o o o " o o ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., ~ ..., W ..., '" '" '" '" '" '" '" Ol '" '" Ol '" '" '" '" '" Ol '" '" Ol '" '" Ol '" '" Ol '" '" Ol '" '" Ol '" '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o '" o o o " o o o o o " o o o o o o o o o o o o " o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I o o o o o o o o o o o I ~b <C.\, I '" ... " ... H g t""' ~ '" t""' '" '" I H "'MZ Ot""'< "'''' <" ... I I I I I I I I I "1 o " ... ,. . '" ". . >; ,." ,.... '" ""'"" o 0 3 '" '" "OC~ .,,'" "",,'0 H" . " " l'l . " '0" "''' 00< " "' . . H" " t""'" 0'" ~ < t""', .HO ~'" ~... . H ,<Z Gl o H H H o . , '" ~ Z o """ '" ""'0 t""'''' O:I:~C'U :E >-3~f:: t'l~~ [tl~~6 ~ en :; ~ ffj <.):f t'" '" ~O'" :):f 0 "t""' '" " '" '" ... '" ... o ~ I I '" W OJ < " ~~~ t""'H "'Z Z '" ~' "1X<tt:lt'l [tl['luX ):f);q-. -lH <0 N{J) '" "... , H >;Z Gl "'Gl ""''0 "Z ..., ::I: , ['] N "1['];;0 :; t""'Gl .", '" ... C OJ "'''' , t""'C 0 "''0 00 <cry ... " " "" l'lH '0'" "'H "''' ~ Z o ~ " l'l '" ... 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I I I I I I I I I 0' " ... ,. . '" ". . >; "" ,.... '" """" o 0 3"'''' "0 00 ~ .,,'" "",,'0 H" . " " '" . " '00 ;;:" 00< " "". . H" " e< " Ol'l ~ < t""" .HO H'" H'" . H ,<Z Gl o H H ~. o . , '" ~ Z o ",,0 '" ",,'0 t""'''' ~"'~~:;; "''Ut""' "'00 <!"~ trJ~F6 &; 00 ::~ ~ <. >' t'" '" ~O'" =):1 0 ot""' l'l " '" '" ... '" ... o " '" < " ~~~ t""'H "'Z Z '" ~' ....,::I:<C'lC'l l'l"''''' ~;t't"'-lH <0 N{(l '" "... , H >;Z Gl "'Gl "'''''0 oZ ..., ;J:. t'1 t\) "](1]::0 :: t""'Gl ,"' '" ... c: OJ "'''' , t""'C 0 l'l'U C <l'l ... " " "" l'lH '0'" "'H "''' " t""' I '" w OJ z o ~ o '" '0 ... 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Z Z ... . Gl ~ . ~ ~ ~ ~ ~ ~ . Z ~ ~ ~ ~ ~ ~ . 0 0 " 0 ~ " ~ " ~ 0 ~ 0 . H ..., '" ..., " ..., N '" N '" N '" "f-cnt'lZ '" '" '" '" .. 0 t" < N 0 0 '" 0 '" Ol '" Ol '" Ol . "'''' 0 0 Ol 0 Ol OJ Ol '" Ol W . <" . . ... . . . , . 0 N ~ H ~ ~ ~ . ",,0 5i . '" '" ..., '" '" '" '" . ""'0 ... 0 W ..., " '" ~ . t""'''' '" ~ ..., OJ " ..., '" . ~:J:~~;g " . . "''Ut""' '" ~ ~ ~ H H ~ . t'1~~ 00 ~ ~ ~ ~ ~ H . " 0 0 0 0 0 0 . [J]~~6 ~ Ol OJ OJ OJ OJ OJ . . ~ ~ :: ~ ~ '" ..., '" '" '" ~ . ~ " W ..., 0 N ~ . <. ~ t"'" ~ ..., W ~ OJ ~ . , " l'l . ~O'" t""' . :::to 0 '" . Ot""' ~ . . l'l d ... . " H ~ ~ ~ A ~ ~ . '" " g W W W W W W . '" ... .. . 0 0 0 0 0 0 . '" ... e> . ... ,. H . 0 . < . '" '" . '" '" Z " '" '" '" ..., ..., . H . < 0 . >: H ~ W '" Ol W '" . ~~S; ~" '" '" W '" ..., ~ ..., . "'... . t""'H '" t""' . "'Z ""'" '" . Z 0 0 '" 0 0 0 0 . ~' 3"'''' '" 0 0 0 0 .'" 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Z . < . . + 0 0 0 0 0 0 0 0 0 0 0 'N N 0 0 0 0 0 0 0 0 0 0 0 ." t""' Il . '0 . 1'; . '0 0 0 0 0 0 0 . HZ '" . l'l0 . " . . 0:: . ~ 0 0 0 0 0 0 . OJ . '0 " 7" I I I I '" ... " ... H g t""' ~ '" t""' l'l '" I H "''''Z Ot""'< "'''' <" ... I I I I I I I I I "' o " ... '" . '" ~. . " rt" "'... '" """" o 0 3"'''' "0 C ~ .,,'" " "" '0 ". " . " 00 '" . " '00 "''' 00< " "" . . H" " t""' " 0'" ~ <t- .HO ~'" ~... . H ,<Z Gl o H H ". n . '" ~ Z l'l " '" '" ... '" ... o ~ < " ~;:;$: t""'H l'lZ Z '" ~' "']:I:<[']('J t'J ['J ,. X ;x:. ):q-'-lH <a NCIl '" "... , H ,",z Gl "'Gl "l'l'U "Z ..., ::z:::. ('] N "'1 M '" :: t""'Gl ,"' '" ... c OJ "'''' , t""'C 0 "''0 C <cry ... " " "'" "'H '0'" "'H "''' ~ I '" w OJ z o ~ " l'l '0 ... 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I I I I I I I I I "" o " ... :T . '" ~. . >: c>" ,.... '" """" o 0 3"'''' "0 C ~ .,,'" " "" '0 ~" . " " l'l . " '0" "''' 00< " "" . . H" " t""' " o '" ~ < t""" .HO ~'" ~... . H "' Z Gl o H H ". o . , '" ~ Z o """ '" ",,'0 t""'''' ~:I:~g;; "''Ut""' "'00 ;;:;'l~ t'l~t""'O ~ en := ~ g <. >' t'" '" ~O'" :=)::l 0 Ot""' l'l " '" '" ... '" ... o " '" < " ~~~ t""'H "'Z Z '" ~' "]X<[r]['J ",,,,..,. )::l;:t:q.......J.... <0 f'0tfl '" "... , H >;Z Gl "'Gl ""''0 "Z ..., :J:. ['] tv "]["];:0 :; t""'Gl ,"' '" ... 00 OJ "'''' , t""'C 0 l'l'U 00 <cry ... " " "" "'H '0'" "'H "''' " t""' I Z o " '" " '" "' ... 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H % -<Gl - ~ >: >; - ~ ~ ~'" ~'" 0 0 -< ""l'l ...,'" ;;; t""' t""' Ol'l 0'" - 0< N< -< ;;: '" " H oC -< 0'" ::; - ~ -< Gl ot""' ;;; 0'" - ~ ~ '" -< C> 1'; -'0 l'l '" Ol" 0'0 -Gl 0'" Z Z '" 0 0 -< ~ - ~ " ~ o~ 0 '" ~~ \!C;, I I I I I I I I I I I I I I I I I . . 5i " Z H ~ Z o " . . , 5i ... '" " '" C " :;J " '" '" t""' '" g H o Z G1 H < '" Z H '" t""' '" '" '" ... '" ~ o " '" '2 " t""' '" H Z < '" " ... '" t""' l'l < 1; H o Z H Z '" ~ '" " '" >: '" '" t""' '" < ~'Z df/\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '"" . 0 . " ... . .... .,. . . . .'" . "- . . .~ ",. . ." . 0 . 3 '"0 . . . 0 'H . . . " .. . .", . 0 . " . . . , '0 . .< . . . ~ .~ . . ''< . '0 'H 'H . "- . 0 . . . . , . .'" .~ 'Z . . . .'" .W 'Ol . . . . . . . . . . . . . . . . . . . I H Z < + Il I I I I I '" ... 1; H o Z t""' ~ '" t""' '" '" I H "''''Z Ot""'< "'l'l <" ... I I I I I I I I I "" o " ... 0- . '" ~- . >: rt" ,.... '" """" o 0 3"'''' "0 00 ~ .,,'" o "" '0 ~. " . " " '" , " '00 "''' 00< " "" . . H" o t" " o '" A < t""" .HO ~'" ~... . H '<Z Gl o H H "- o . , '" ~ Z o ",,0 '" ""'0 t""'''' ~:I:~~:g "''Ut""' ,"00 <!"~ t'1::EF6 ~ en :; ~ ~ <. ~ t'"' '" ~O'" :;:f::I 0 Ot""' l'l " '" '" ... '" ... o ~ < " ~~~ t""'H l'lZ Z '" ~' tTJ::r::<t'1t"1 ",,,,..,. )::l;tot""'-1H <:0 Ntn '" "... , H >:Z C> "''' ""'''' "Z ..., :C:. t'1 N ....,["];::0 :; t""'Gl ,-< '" ... C OJ "'''' , t""'C 0 "'''' C <cry ... " " 0" "'H "'... "'H "''' ~ I Z o " '" o '" '0 ... '" I '" W OJ 0'" H" "... ~ I HOJ ,,~ Zl'l O~ I N t""' N '" '0 1'; '" '0 HZ l'l0 " 0:: OJ '0 " I ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o '" ..., ~ ~ o o Ol ~ '" ~ ~ o o '" '" ~ N '" '" Ol ~ o ~ '" ~ Ol ~ ~ " ~ " OJ ..., N ..., ~ N '" '" Ol ~ o N " ~ ..., ~ ~ o " " o ~ " '" '" Ol '" " '" ~ o " Ol ..., " ~ ~ o N Ol Ol ~ N '" '" Ol '" ~ o ~ o w ~ ~ " ~ ~ o w '" ..., ~ N '" '" Ol ~ '" ..., ~ o w Ol ..., Ol ~ ~ o ~ " '" \ v1 ~ o w ~ N '" '" Ol w ~ ..., ~ o A " OJ " ~ ~ o ~ ..., ..., ~ N '" '" Ol ~ o ~ '" " Ol H ~ o '" N ~ N Ol OJ ~ N '" '" '" ~ o ~ '" N ..., ~ ~ o '" '" Ol ~ N '" '" Ol " '" A ~ o '" ~ OJ " ~ ~ o '" Ol ~ ~ " '" '" Ol " ~ '" ~ o '" w Ol ..., ~ ~ o '" ~ Ol ~ N '" '" Ol ~ ..., Ol ,\'Iq\ " ~ Ol ..., H ~ o " ..., ~ OJ " N '" ~ ~ ~ o w '" " Ol N W W " ~ ~ o ~ '" W o " ~ ~ ..., ~ ~ o '" ~ o ..., " '" o '" ~ ~ o '" ~ ..., Ol " '" Ol ..., ~ ~ o '" OJ '" " " '" '" W ~ ~ o ..., ~ '" OJ " ..., Ol ~ ~ ~ o OJ o o OJ " OJ Ol Ol ~ ~ o OJ ~ Ol o w o " Ol ~ ~ o OJ Ol N N w ~ " ~ ~ ~ o Ol W ~ o N " OJ o N " OJ o N N OJ o N N Ol o N N OJ o " " OJ o " " OJ o " N OJ o " " OJ o N " OJ o N N OJ o " ~ W ~ N W '" " " " ~ W " ~ W Ol N o w Ol ~ Ol ~ ~ Ol ~ ..., ..., ~ ~ ~ ~ Ol " ~ o w w OJ ~ o ~ '" Ol '" Ol W ~ ~ H N H " " o w o w " ..., " " ..., OJ ~ " ~ ~ ~ N W ~ W o N '" '" o Ol ~ ..., ..., ~ " " ~ ~ ~ " '" o Ol o N W W '" '" ~ W '" ~ '" '" ~ ~ ~ " '" W '" o " o '" o OJ ~ o '" OJ '" Ol ~ H ~ N ..., W ~ o ~ OJ o ~ ..., o ..., ~ OJ '" ~ '" W W '" ~ ~ ~ " Ol o ~ ~ ..., '" ..., ~ '" OJ '" ~ '" o ..., ~ '" W N o ~ '" OJ W ..., o '" ~ '" '" ~ ~ ~ ~ N Ol '" Ol o ~ W Ol N Ol o ~ ~ ~ ~ o ~ ~ ~ " Ol o o o ~ " " '" OJ o w ~ o o Ol ~ ~ ~ N Ol W ~ o ~ o ..., Ol '" o N w '" ~ ~ ~ ~ H N Ol '" ~ o o Ol '" ~ '" o " o o o o o o o o o o o o o o o o o o o o o o ~ ~ W '" ~ ~ W '" ~ ~ W '" ~ ~ W '" ~ ~ W '" ~ ~ W '" ~ ~ W '" ~ ~ W '" ~ ~ W '" A ~ W '" ~ ~ W '" ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., ~ '" ..., ..., '" o o '" o " '" o o '" o o '" o o '" o o '" o o '" o o '" " o '" o o '" o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I o o o o o o o o o o I I I I I I I I I I I I I I I I I 51.\ ~~ 5i . ~ ~ ~ ~ ~ ~ ~ ~ .t""' '" 0 t""' " 0 0 0 " " 0 .~ ... 5i '" t""' '" '" '" '" '" '" '" 'l'l 1; 0 0 0 Ol Ol OJ ~ ..., ~ '" .t""' " 'l'l H Z ~ '" ~ ~ N W Ol '" " Ol ~ ~ " ~ ..., .'" 0 H " Z 0 " OJ ..., H " OJ Ol 0 ..., w ..., '" . z z ... . 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X ):l):lt"'-.lH <0 f'.:lC/J '" "... , H >:Z Gl "'Gl ""''0 "Z ..., ::c. ['] N ""Jt':I:xl :: t""'Gl ,-< '" ... 00 OJ "'''' , t""'C 0 "''0 00 <cry ... " " 0" "'H '0'" "'H "''' " t""' I '" W OJ Z o ~ " '" '0 ... 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OJ '" '" '" '" '" '" . 0'" >; . HGl 0 0 0 0 0 0 0 . "... '" 0 0 0 0 0 0 0 . ~ [., . . t""' . '" . HOJ < '" . ,," . '" " 0 0 0 0 0 0 0 . Z'" 0 0 0 0 0 0 0 . O~ H . Z . < . . + 0 0 0 0 0 0 0 0 0 0 0 0 0 'N N 0 0 0 0 0 0 0 0 0 0 0 0 0 ." t""' i'l . ~ . . '0 0 0 0 0 0 0 0 . HZ '" . "'0 . " . . 0:: . " 0 0 0 0 0 0 0 . OJ . '" " "')tr1\ I I #' I I '" ... 1; H o Z t""' ~ '" t""' l'l '" I H "''''Z Ot""'< "'''' <" ... I I I I I I I I I "" o " ... ,. . '" H . >: "" ,.... l'l """" o 0 3"'''' "0 C ~ .,,'" """'" _. " . " " '" . " "''' "''' 00< " "" . . H" o " " o '" ~ < t""" .HO ~'" ~... . H < Z Gl o ~ H ". o . , on ~ z o ""0 l'l ",,'0 t""'... ~:I:s;:~:g "''Ut""' "'00 ;;:;'l~ t>'1:E;t"'O ~ in =s;: ~ <.:to t""' '" ~O'" :: >' 0 "t""' '" " '" '" ... '" ... o ~ < " cry",,, t""'H" t""'H ",Z Z '" ~' "1X<t"1M t"lt"l..X ):l)::lt'""-.JH <0 Nl'n '" "... , H >:Z Gl "'C> "'''''0 "Z ..., ::to t'"l N "1[']:;;0 :: t""'Gl . -< '" ... C OJ "'''' , t""'C 0 l'l'U C <l'l ... 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'" " as\ I I I I I I I I I I I I I I I I I I I I I ~ ~ APPENDIX "J" WSPG CALCULATIONS - 36" STUB-OUT '-l ri1 \"5\ 1O()()Ul:e:"OOI-3~~ OO::I:tI1 OWN...... !j;"'O W "':0- <T\............I--'I--'I--'t-3tUt"l oooot':lOO WWWO~:U~ obN01U'1(J1(J1 t-3 1:"'0 c:oc:oc:oo ~tJ \D\D\DO: tI:J 001--'1--'1--'1--')::1 t'1 ......1--'......0 I :xl W 1--'1--'1--'\0.....,]000 N 0001.0 :~g CD . 000(Jl 00000.....,] '" 00 :0- WW Cil 1--'1--'0'10"1 el 0 OW'" Cil el 00 0 00 :u ;;: NO " 0>-' ;g 0.. OW I:"'H 00 "'Z 00 ~ I 00 "'''' 00 ,. X 00 WH mCil 00 el :;1H 00 CilZ 00 '0<;> W m 00>-' >-' , 00>-' >-' >-' 0 Cil 0 '" el c: 0 '" CD 0 N , 0 c: el 0 0 0 0 0 0 0 -vS: ..z.,CJ. \ I I I I I I I I I I I I I I I I I ~ ~ ~ '" '" '" '" '" l'l '" '" '" '" "" "" t""' t""' t""' t""' " " " "0 0" '" '" '" '" " " " "" '" '" '" '" H H H l'l" '" l'l l'l '" Z Z Z Z Z Z Z Gl Gl Gl ... ... ... ... '" t""' t""' t""' w Z'" Z Z Z Z H H H "'~ 0" 0 0 0 0 Z Z Z ... 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I I I I I I I I I (] " ... "" . '" ". . >; c>" ,.... '" """" o 0 3"'''' "0 c ~ .,,'" " "" '0 H" . " "cry , " "'0 "''' 00< " "". . H" " t""'" 0'" ~ < t""', .HO ~'" ~... . H ,<Z Gl o H H ~. o . , '" ~ Z o ""0 '" ",,'0 t""'... ~:I:S;;~;g "''''t""' "'0" ;;:;'l:;; t"1:E:t"'O f;; en = ~ ~ <.):l t'" '" ""0'" ::)::0 0 ot""' l'l " '" '" ... '" ... o " '" < 0 ~::1~ t""'H "'z Z '" ~' <'T]:I:<Mt<:l ('1[']..;:< ):l):lt""WH <0 O\CIl '" "... , H :tZ Gl "'Gl ""''0 "Z W :1:' ["l O'l ""1["];.:0 :: t""'G1 ,-< '" ... 00 '" l'l'" , t""'C 0 l'l'U C <cry ... " " "" l'lH '0'" "'H "''' " t" I '" W OJ z o " '" o '" '0 ... '" I 0'" HGl "... ~ I HOJ 0" '" Zl'l O~ I N t""' ~ '" I ~ '0 HZ l'l0 '" 0:: OJ '0 " N " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ~ o w ~ :i: ~ ~ o Ol '" ~ N W w w ..., '" '" ~ o w ~ ..., ..., ~ ~ o Ol '" N " o w w ..., '" '" ~ o w ~ Ol '" ~ ~ o Ol '" Ol ~ ..., w w ..., '" '" ~ o w '" ~ ~ ~ ~ o Ol ..., '" ~ '" w w ..., '" '" ~ o w '" " Ol ~ ~ o '" OJ o \ I7)t ~ W w w ..., '" '" ~ o w '" ~ N ~ ~ o '" OJ ~ ~ ~ W W ..., '" '" ~ o w '" '" W ~ ~ o Ol OJ OJ o '" w w ..., '" '" ~ o w '" '" N ~ ~ o Ol Ol ~ o OJ w w ..., '" '" ~ o w '" ..., o ~ ~ o Ol Ol W o '" w w ..., '" '" ~ o w '" ..., '" ~ ~ o '" Ol '" o '" w w ..., '" '" ~ o w '" '" ~ ~ ~ o Ol Ol ..., VI\ 5< w w ..., '" '" ~ W '" ~ ~ o '" Ol OJ W ~ '" ~ ~ ~ ~ o o ..., ~ ~ '" Ol ~ ~ ~ o ~ '" ..., ~ OJ '" ~ ~ ~ o " W H '" o ~ H ~ ~ o " Ol ..., '" ~ '" ~ H ~ o w '" Ol '" W '" ~ ~ ~ o ~ ~ N '" '" W ~ ~ ~ o ~ '" N '" ..., N ~ ~ ~ o '" o '" '" Ol ~ ~ ~ ~ o '" ~ ..., '" ~ ~ ~ ~ ~ o '" OJ W '" o '" o '" o '" o '" o '" o '" o '" o '" o '" o '" o ..., ..., Ol ..., ~ W ..., o OJ '" ..., '" '" ~ ~ Ol ~ " ~ H ~ o Ol " '" o " ~ '" ~ '" o ~ OJ '" '" ~ ~ H o Ol W ~ o " ~ ~ Ol ~ o o ..., ..., Ol ~ ~ H o Ol W '" o ~ OJ ..., '" '" o o ..., o OJ ~ ~ H o Ol W OJ o ~ '" W OJ Ol o o '" ~ W ~ ~ ~ o Ol ~ ~ o ~ A W ~ ~ o o '" ~ ~ '" OJ '" ~ ~ ~ o Ol ~ W '" OJ '" '" '" OJ '" W " '" o ..., ~ OJ ~ o ~ " '" o o o o '" W N ~ ~ ~ o Ol ~ ~ o ~ o Ol ~ Ol o o ~ Ol W ~ ~ ~ o Ol A '" o o Ol '" W OJ o o ~ W '" ~ ~ ~ o Ol ~ '" o o OJ W w w o o ~ o o ~ ~ H o Ol A '" o o ..., N Ol ~ o o w '" W ~ ~ ~ o Ol ~ ..., o o '" w '" " o o o o o o o o o o o o o o o o o o o o o o o o ..., o o ..., o o ..., o o ..., o o ..., o o ..., o o ..., o o ..., o o ..., o o ..., o o ..., o o N A o " ~ o " ~ o N ~ o " ~ o " ~ o " ~ o N ~ o N ~ o " ~ o " ~ o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I I I I I I I I I I I I I I I I I I L-v ~~ . 5i . . ~ ~ ~ ~ ~ .t""' '" 0 t""' 0 0 0 0 .~ ... ~ w t""' W w w W 'l'l 1; '" '" '" '" '" .t""' " .'" H Z OJ '" OJ 0 Ol 0 OJ 0 OJ .'" 0 H Ol Z '" ~ OJ " ..., W ~ . Z Z ... . Gl ~ . ~ ~ ~ ~ ~ . Z ~ ~ ~ ~ ~ . 0 ~ " ~ W ~ w 0 w 0 . H 0 '" 0 W 0 W Ol W Ol "trnt"lZ ..., ..., ..., ... 0 I:"" < N 0 0 '" 0 '" '" '" Ol . ,"cry 0 0 '" 0 '" Ol '" OJ . <" . . ... . . . , . 0 H . """ ~ . '" 0 ..., '" '" '" . ",,'0 H 0 ..., '" W . t"'" '" N 0 '" ~ " . ~"'~g~ " . . "''0 '" ~ ~ ~ ~ ~ . "'00 C ~ ~ ~ ~ ~ . ;;:;'l~ " ~ ~ ~ H H . :;J ~ 0 0 0 0 . trl::E:t"O . ~ en :: ~ ~ " 0 ..., '" '" '" . l'l ~ 0 ..., ~ ~ . <.):0 t"" N 0 ~ ..., ..., . , " l'l . ""0'" t""' . :::to 0 '" . "t""' ;; . . ~ "" ... . 0 H . '" " 0 '" '" '" '" '" . '" ... .. Z . 0 0 0 0 0 . '" ... Gl . ... ,. H . 0 . < . " '" . '" '" Z ~ W ~ ~ ~ . ". . < " . >: H N Ol ~ ~ '" . ~~~ ,." '" ~ Ol Ol 0 ~ . "'... . t"H '" t""' . l'lZ """" l'l . Z 0 0 '" 0 0 0 . ~' 3"'''' '" 0 0 0 .'" "OC~ A ~ '" ......,::I:<r'l('1 .,,'" ... 0 " N N Ol W '" W "" t'1 t':l.. X "",,'0 '" N ~ W ..., '" 0 '" W +):I>,t"'t.J~ ". " ~ ~ ..., OJ W 0 0 ~ 0 ""<a 0"\(1} . " *t'1 > ~ " '" . H - " 0 ~ H ~ ~ ~ . >;Z '0" " ~ ~ ~ ~ ~ . Gl "'Gl "''' H H ~ ~ ~ . ,,~'U 00'< '" ~ 0 0 0 0 . "Z w " "" . '" ."', '" '" . H" j; 0 Ol 0 Ol 0 Ol 0 Ol *....,(':1:;0 . " t""' " w ~ 0 ~ 0 ~ 0 ~ . t""'Gl o '" t""' '" ..., ..., ..., ..., . -< '" ~ '" . ... < t""" . 00 .HO H . OJ ~'" Z . l'l'" , ~... < . t""'C 0 . H '" 0 0 0 0 0 . "''0 00 '< Z " 0 0 0 0 0 . <l'l ... Gl ... . " 0 . H '" . H t""' . " ~. l'l . 0" 0 ;; . "'H . W ..., ..., ..., ..., . '0'" ... '" 0 0 0 0 . "'H , H '" 0 0 0 0 . "''' 0 . ~ '" Z . ~ 'Z Z H '0 Z ." .", '" " " N . '" ~ ~ ~ ~ ." W 0 0 0 'l'l OJ '" ''0 " .... '" .'" . . '" W W W W . "'" >; . HGl 0 0 0 0 0 . "... '" 0 0 0 0 0 . ~ . '" . t""' . '" . HOJ < A . ,," . '" " 0 0 0 0 0 . Z'" 0 0 0 0 0 . O~ H . Z . < . . + 0 0 0 0 0 0 0 0 0 'N N 0 0 0 0 0 0 0 0 0 ." t" " . :;; " . . '0 Gl 0 0 0 0 0 . HZ '" . "'0 . " . . 0:: . '" 0 0 0 0 0 . OJ ~ '0 " 9'^ I I I I '" ;J ... H g t""' ~ '" t""' '" '" I H "'l'lZ Ot""'< "'''' <" ... I I I I I I I I I "" o " ... ,. . '" ". . :E ~" ,.... '" """" o 0 3 '" '" "OC~ .,,'" """'" ". " . " " '" . " '00 S:~< " "l . . H" " t""' " 0'" ~ < t""" .HO ~'" ~... . H -< Z Gl o H ~ ". o . , '" ~ Z o ""0 '" "''0 t""'''' ~:r~~:g ...'Ut""' tr1~~ M:E~6 f;; 00 ::f; ~ <.)::l t-- '" ""0'" :;):1 0 ot""' l'l " '" '" ... '" ... o " '" < " ~~S; t""'H "'Z Z '" ~' "'1::I: < (I"ltr1 tr1 ['l.. X ):1):1 t'" WH <0 O'I\t.I l'l "... , H >;Z " "'Gl ""''0 "Z w ::r:. r:'1 0'1 I'T]['];;:C :; t""'Gl ,-< '" ... C OJ "'''' , t""'C 0 "''0 C <cry ... " " 0" "'H '0'" ;!~ I '" W OJ Z o ~ " '" '0 ... '" I 0'" HGl "... ~ I HOJ o&; Z," O~ I N t""' N " ~ '" '0 HZ "'0 " 0:: OJ '0 " I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o OJ ..., ~ ~ o o '" o o ~ o Ol Ol '" ..., w w ..., '" '" ~ o ~ w ..., ~ ~ ~ o " '" N OJ H w w ..., '" '" ~ o ~ ~ '" '" ~ H o " OJ o ~ ..., w w ..., '" '" ~ o ~ '" o N ~ ~ o N Ol '" w OJ w w ..., '" '" ~ o ~ '" ~ o ~ ~ o w o OJ gt' w w w w ..., '" '" '" -< o ~ t""' H " " C '" '0 ~ o H '" ..., W ~ ~ o W H Ol ~ ..., Ol ~ o ~ '" ..., W ~ H o W ~ Ol w w ..., '" '" ~ o ~ ..., '" " ~ ~ o w OJ o N ..., '" w w ..., '" '" ~ o N o N ..., ~ ~ o A ..., W w w ..., '" '" N " ~ ~ o N " '" " ~ ~ o '" ~ Ol w w ..., '" '" ~ OJ '" ~ o " ~ W OJ ~ ~ o '" ~ ~ w w ..., '" '" ~ '" OJ ,." '" Ol '" o ~ ~ o '" '" " o w o o o ~ ~ o '" '" " " N ..., " " ~ ~ o '" '" ~ Ol " '" '" o ~ ~ o '" '" ~ ~ " ~ " ..., ~ ~ o '" '" o Ol " W ~ H ~ ~ o '" '" o w ~ o " H ~ o w '" Ol '" ~ ~ o ~ ~ o ~ " o ..., ~ " ~ ~ ~ o '" ~ '" ~ ~ W OJ ~ ~ o '" Ol " N ~ '" N ~ ~ o '" '" '" '" ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ '" '" ~ '" '" ~ '" W ~ ..., ~ ~ OJ o o w OJ ~ ~ o '" '" '" OJ o o o N ..., o o o o w OJ ~ ~ o '" '" '" o o o o " ~ W o o o ~ H ~ ~ o '" '" '" Ol o o o " ~ '" o o o ~ '" ~ ~ o '" '" '" Ol o o o " '" ..., o o o '" o ~ ~ o '" '" '" Ol ~ OJ OJ o '" '" ~ ~ o '" '" '" OJ o o o " ~ W o o ~ Ol ~ OJ ~ OJ Ol '" H OJ o '" ~ ..., " " ~ '" ~ " '" OJ Ol ~ ~ ~ o Ol ~ OJ Ol ~ ..., '" ~ o N w " '" '" ..., ~ H H o '" ..., '" ~ ~ '" OJ '" ~ ~ ~ ~ '" o '" ..., ~ ~ ~ o " ~ OJ ~ W OJ ~ '" OJ w ~ ~ '" o '" ~ ~ ~ o '" N OJ ~ N o OJ OJ ~ " W ~ ~ OJ OJ ~ ~ ~ o ..., '" A ~ o '" '" '" o ~ ..., o o o o o o o o o o o o o o o o o o o o o o ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ H o '" ~ w '" o w '" o w '" o w '" o w '" o w VO o w '" o w '" o w '" o w '" o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o o o o o o o o o o o o o o o o o o o o o o o o o '0 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I ~ o o o o o o o o o o o I I '" ... 1; H o Z t""' ~ '" t""' l'l '" I H "''''Z Ot""'< l'l'" <" ... I I I I I I I I I "" o " ... ,. . '" ". . '" ~" ,.... '" ""'" o 0 3"'''' "0 C ~ .,,'" "",'0 H" . " " l'l . " '00 '''" 00< " "' . . H" " t""'" O"'~ < t""" .HO ~'" ~... . H ,<Z Gl o H H ~ o . '" ~ Z l'l " '" '" ... '" ... o " '" < " ~~~ t"H "'Z Z '" ~' "1::I:<l"'lt"l t'l tI].. X ;:.;t<t"'t..ll-l <0 O'\(/} l'l "... , H >;Z " "''' ""',, "Z W ::C. tr:I 0'\ "'lrrJAl = t""'Gl ,-< '" ... C OJ "'''' , t""'C 0 "''0 00 <cry ... " " "" "'H '0'" "'H "''' " t""' I z o " '" " '" '0 ... '" I '" W OJ 0'" HGl "... ~ I HOJ 0" '" Z'" O~ I N t""' N " ~ l'l '0 HZ "'0 " 0:: OJ '0 " I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ~ W '" ~ o " '" Ol '" ~ ~ o '" '" '" w w ..., '" '" ~ o " ..., W o ~ ~ o ..., ~ o ~ ~ '" w w ..., '" '" ~ o " OJ ~ '" ~ ~ o ..., ~ Ol w w ..., '" '" ~ o ~ ~ o " Ol ~ ..., ~ ~ o ..., OJ W w w ..., '" '" OJ OJ ~ o w o w '" ~ ~ o OJ ~ W b-\7 ..., ..., w w ..., '" '" ~ o w ~ ~ N ~ ~ o OJ W Ol w w ..., '" '" '" ..., ~ o w ~ ..., Ol H ~ o OJ '" N '" Ol w w ..., '" '" ~ o w " w OJ ~ ~ o OJ '" N '" " w w ..., '" '" ~ o w " '" ~ ~ ~ o Ol '" Ol ~ '" w w ..., '" '" ~ o w w w ..., ~ ~ o Ol ~ '" ~ o w w ..., '" '" ~ o w w ..., ..., ~ ~ o Ol N OJ '-" w '" w w ..., '" '" o ""0 '" ",,'0 t""'... ~:I:~~~ "''Ut""' "'00 ;;:;'l~ l."'l:€t'"'O &;in =5:fij <.)::1 L' '" ""0'" =;to 0 Ot""' ~ '" ..., ~ ~ o ..., ~ ~ W ~ OJ W ~ ~ o ..., '" Ol W ~ Ol Ol ~ ~ o ..., Ol '" ~ '" ~ '" ~ ~ o OJ W ~ OJ '" W W ~ ~ o OJ '" '" N '" '" ~ ~ ~ o OJ Ol W '" '" ..., o H ~ o Ol ~ OJ '" '" OJ Ol ~ ~ o Ol ~ o '" '" o Ol ~ ~ o Ol '" o N '" W o ~ ~ o Ol ..., ..., OJ '" '" ~ ~ ~ o '" Ol W '" ~ ~ o ~ ~ o ~ H o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ ~ o ~ '" '" '" ~ ~ Ol W ~ ~ " W ~ W '" ..., H N Ol ~ ~ " W ~ ~ ~ ..., '" H ~ " " ~ o '" Ol ~ o " o Ol ..., " w OJ o ..., ~ ~ ~ o Ol " o o Ol N ~ '" Ol ~ N w ~ '" ~ ~ ~ ~ ~ o ~ ~ o OJ o ~ ..., ~ o Ol w ~ ~ '" ~ ~ ~ ~ ~ W ..., o ..., o " OJ ~ o ..., " OJ '" o ~ ~ ~ ~ " o Ol o '" ~ W Ol ..., o '" " '" o o ~ H ~ ~ " '" " o '" W '" ~ Ol o ~ N W ~ ~ ~ ~ ~ W o W o ~ '" OJ W ..., o w " ~ ~ Ol ~ H ~ ~ W W '" o ~ o Ol " o o " ~ Ol '" ~ ~ ~ ~ ~ W '" Ol o w '" ..., '" '" o " ~ ..., ..., '" ~ ~ ~ ~ W ..., OJ o w ~ N ~ ~ o ~ ~ '" ~ '" ~ ~ ~ ~ W Ol " o N ..., W o '" o ~ ~ ~ '" OJ ~ ~ ~ ~ ~ o w o " W OJ '" '" o ~ o o o o o o o o o o o o o o o o o o o o o o ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ H o '" ~ ~ o '" ~ ~ o '" ~ ~ o '" ~ w '" o w '" o w '" o w '" o w '" o w '" o w '" o w '" o w '" o w '" o w '" o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I " o o o o o o I I '" ... 1; H o Z t""' ~ '" t""' '" '" I H "''''Z Ot""'< "'''' <" ... I I I I I I I I I "" o " ... ,. . '" ~. . :E ~" ,.... '" """" o 0 3"'''' "C: ~ .,,'" "",,'0 ". " . " " l'l , " '0" "" 00< " "". . H" " t""'" 0'" ~ < t""" .HO ~'" ~... . H ,<Z Gl o H H ". o . , '" ~ Z o """ '" ""'" t""'''' ~:I:~~:g "''Ut""' "'00 ;;:;'l~ t')~t"'O E;; ~ :;~ ~ <':to t"' '" ""0'" ::):> 0 ot""' ;;; '" '" ... '" ... o " '" < " ~~~ t""'H l'lZ Z '" ~' 1't]:I:<('1['l ['J ('1.. X :r>):lt""WH <0 O'lCl) '" "... , H >;Z " "''' ""''0 "Z W :r;. t':l 0'> '"'1t":1::u :: t""'Gl ,-< '" ... c: '" "'''' , t""'C 0 "''0 C <cry ... " " "" "'H "'... "'H "''' " t""' I '" W OJ Z o ~ " '" '0 ... 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Gl ~ H ~ ~ ~ <5 ~ ~ ~ ~ ~ " ~ w ~ w 0 0 '" 0 w 0 w Ol ..., ..., " 0 0 '" 0 '" Ol 0 0 '" 0 '" Ol . . , ~ ~ ~ ~ '" 0 0 Ol ... ~ '" ~ ..., l'l ~ ~ ~ Ol " '" ~ ~ H ~ C ~ ~ ~ ~ " ~ ~ ~ ~ :;J ~ ~ ~ 0 " '" 0 0 Ol '" ~ '" H '" ~ ~ ~ Ol l'l t""' '" g H ~ ~ ~ ~ 0 H ~ ~ ~ Z 0 0 0 0 Gl H < '" Z ~ ~ '" '" H OJ Ol " ~ '" " OJ W Ol t""' '" '" 0 0 '" 0 0 ~ A ... 0 w " ~ OJ ~ '" '" OJ 0 " 0 '" ?i: ~ '" ~ '" '" OJ 0 H ~ ~ ~ " ~ ~ ~ ~ H ~ ~ ~ '" ~ ~ ~ ~ ~ '" ~ 0 ~ 0 ~ '" w 0 w 0 w t""' '" ..., ..., '" '" H Z < 0 0 0 '" 0 " 0 0 0 0 ... '" t""' ~ ~ ~ '" g '" 0 0 0 ~ '" '" '" H ..., ~ ~ ~ g H Z '" W W ~ '" '" 0 0 '" " !!' '" w w w >; 0 0 0 0 '" 0 0 0 0 '" t""' l'l < ~ " 0 0 0 0 0 0 0 0 H Z < + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ?J 0 0 0 0 0 0 0 0 'o#]\ I I ~ I I '" ... " ... H o Z t""' ~ '" t""' '" '" I H "'l'lZ Ot""'< "'''' <" ... I I I I I I I I I "" o " ... ,. ro '" ". . :E ~" "... '" """" o 0 3"'''' "0 C ~ " " '" """'" ". " ro " " l'l . " '00 "''' 00< " "" . . H" " t""' " o l'l ~ < t""', "HO ~'" ~... . 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I I I I I I I I I "" o " ... ,. . '" "" . >; rt" ,.... '" """" o 0 3"'''' "0 C ~ . " '" " "" '0 "" " . " " '" . " '00 "" 00< " "" . . H" " '" " o '" ~ < t""'. . H 0 ~'" ~... ro H '< Z Gl o H H ~" o . , '" ~ z o ",,0 '" "''0 t""'''' ~:I:~~;g "''Ut""' "'00 <!"~ ('1~Fd ~ rn ::~ ~ <.):1 t"" '" ""0'" ::):1 0 "t""' l'l " '" '" ... '" ... o " '" < " ~~~ t""'H ",Z Z '" ~' t'r]X<['1['] t'1t"1"X ):I):Ir:--WH <0 O\CIl '" "... , H >:Z Gl "'Gl ,","'0 oZ w :::c. ['1 0'\ "]tr1:;;o :: t""'Gl ,-< '" ... C OJ "'''' , t""'C 0 "''0 C <cry ... " " 0" "'H '0'" "'H "''' ~ I '" W OJ Z o " '" " '" '0 ... '" I "'" HGl "... ~ I HOJ "" '" Zl'l O~ I N t""' :;; Gl '" I N '0 HZ l'l0 " 0:: OJ '" " N " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ~ o " Ol ~ ~ ~ ~ o ..., ..., " Ol '" w w ..., '" '" ~ o w o o Ol ~ ~ o OJ o ~ OJ ~ w w ..., '" '" ~ o w o Ol W ~ ~ o OJ W W ..., ~ w w ..., '" '" ~ o w ~ '" ..., ~ ~ o OJ '" ..., '" '" w w ..., '" '" ~ o w " W H ~ ~ o Ol ..., Ol ~s '" ..., w w ..., '" '" ~ o w " OJ OJ ~ ~ o OJ Ol OJ w w ..., '" '" '" o ~ o w w w Ol ~ ~ o Ol ~ '" ~ ~ w w ..., '" '" ~ o w w OJ " ~ ~ o Ol W o w OJ w w ..., '" '" ~ o w ~ " o ~ ~ o Ol A W w w w w ..., '" '" ~ o w ~ '" ~ ~ ~ o Ol '" ~ N Ol w w ..., '" '" ~ o W A OJ N ~ ~ o Ol '" ~ \\.\ N '" w w ..., '" '" ..., ~ Ol ~ H o OJ ~ ~ " ..., ~ ~ ~ ~ o OJ ..., OJ ..., ..., ..., o ~ ~ o Ol o Ol '" ..., Ol '" ~ ~ o Ol W ..., o OJ " ~ ~ ~ o Ol '" H '" Ol '" " H H o Ol OJ W ..., OJ OJ " ~ ~ ~ o o w '" Ol H W ~ ~ ~ o N H '" Ol ~ '" ~ ~ ~ o w ..., '" Ol ..., OJ H ~ H o '" N ~ ~ o ~ w ~ ~ ~ o '" '" W ~ Ol o ~ Ol o ~ Ol o ~ '" o ~ Ol o ~ Ol o ~ Ol o ~ Ol o ~ Ol o ~ Ol o ~ Ol o ~ ~ '" OJ ~ W Ol o ~ W " '" ~ N '" ~ ~ " o '" ~ ~ ~ Ol ~ o Ol '" ~ o ~ '" '" Ol '" Ol '" o Ol o '" w w o ~ ~ ~ ~ ~ ..., ~ W ~ ..., OJ ~ OJ o '" w o o ~ ~ H ~ ~ ..., OJ Ol o ~ ~ OJ ~ Ol o w N ..., " OJ ~ ~ ~ ~ OJ " W o w '" '" ..., OJ o w " ~ OJ o ~ ~ ~ ~ OJ '" o o w " o o o o N " " '" '" H ~ H ~ OJ ..., ~ o " OJ o o ~ o " " o '" o ~ ~ H ~ OJ OJ ..., o " ~ '" o '" o ~ ~ OJ '" ~ ~ H H ~ OJ Ol Ol o " ~ ~ '" o o ~ ~ '" Ol ~ ~ H ~ ~ Ol o Ol o ~ OJ ..., '" ~ o ~ ~ '" ~ o ~ ~ ~ ~ Ol ~ '" o ~ '" ~ ~ OJ o ~ ~ ~ o o ~ ~ H ~ Ol " ~ o H ~ ~ o OJ o o H N ..., W ~ ~ H ~ Ol " '" o ~ N '" " '" o o o o o o o o o o o o o o o o o o o o o o o o ~ W Ol ..., ~ W Ol ..., H W Ol ..., ~ W Ol ..., ~ W Ol ..., ~ W Ol ..., ~ W Ol ..., ~ W Ol ..., ~ W Ol ..., ~ W Ol ..., ~ W Ol ..., ~ '" o ~ '" o ~ '" o A '" o ~ '" o ~ '" o ~ '" o ~ '" o ~ '" o ~ '" o ~ '" o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I o o o o o o o o o o o I I I I I I I I I I I I I I I I I -\7S\ ~~ . ~ . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .t""' '" 0 0 0 0 0 0 0 0 0 0 .~ ... ~ w t""' w w w w w w w w w .'" 1; '" '" '" '" '" '" '" '" '" '" .t""' " 'l'l H Z OJ l'l OJ 0 OJ 0 OJ 0 ..., 0 ..., ~ '" ~ ~ ~ N " 0 .'" g H '" Z Ol ~ OJ W ~ '" Ol OJ 0 ~ Ol ~ '" ..., OJ ~ ..., . 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'" I "'" HGl "... ~ I HOl "" '" Z'" O~ I N t""' N " ~ '" '0 HZ "'0 " ;:: '" '0 " I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ~ '" W ~ o o '" o o ~ o Ol Ol '" ..., w w ..., '" '" H o o '" '" W ~ ~ o o H N ~ o '" w w ..., '" '" ~ o H o ..., " ~ ~ o ~ '" o w w ..., '" '" w '" H ~ o ~ ~ " ~ ~ ~ o " '" Ol w w ..., '" '" w ~ ~ o ~ ..., N OJ ~ ~ o w ..., " w w ..., '" '" " '" '" " W H ~ o ~ Ol Ol " ~ ~ o ~ '" ~ w w ..., '" '" ~ o N " " ~ H ~ o '" w Ol " o w w w ..., '" '" ~ ..., Ol ~ o " ~ N '" ~ ~ o '" o ..., w w ..., '" '" ~ o " '" o ~ ~ ~ o '" '" ..., ~ '" '" w w ..., '" '" ~ o N ..., '" o ~ ~ o ..., " o w w ..., '" '" ~ W ..., ~ o N OJ '" OJ ~ ~ o ..., '" ..., w w ..., '" '" ~ " ~ ~ o OJ Ol ~ ~ o o '" '" Ol ~ ~ o w ~ ~ o ~ " N W ~ ~ ~ " ~ ~ o " '" ~ ~ ~ ~ OJ ~ ~ H o W OJ ..., " ~ " " ..., ~ ~ o ~ Ol ~ N ~ " ..., ~ ~ ~ o '" OJ OJ o ~ W ~ OJ ~ ~ o '" ..., o OJ ~ W '" ..., ~ ~ o ..., ~ ~ ~ ~ ~ ~ OJ ~ ~ o OJ o Ol W ~ ~ ..., N ~ ~ o OJ '" ..., ~ ~ '" N OJ ~ ~ o Ol ~ Ol ~ '" W o '" W o '" W o '" W o '" W o '" W o '" W o '" W o '" W o '" W o '" W o N ..., ~ Ol N '" ..., ~ " '" ~ Ol N ~ W H N W ~ ..., " " ~ o " ~ o ..., " o o Ol ~ Ol ~ '" ~ OJ N '" ~ ..., ~ ~ ~ H ~ OJ o ~ H ~ " H W Ol ~ o Ol Ol '" " ~ ~ ~ o o H ~ ~ " W " " ~ o o ..., Ol ~ ~ o o Ol ~ ~ ~ ~ N ..., W '" o OJ OJ ~ ~ '" Ol ~ ..., W ~ ~ ~ W o ~ '" o ..., ..., '" Ol ..., OJ W W Ol H ~ ~ W " Ol ~ o '" OJ ~ ~ W ..., '" OJ ~ H ~ ~ W ~ '" " o '" Ol OJ " " '" OJ '" N ~ ~ H W '" o o o '" " '" '" '" '" " '" '" ~ ~ ~ W ..., o '" o ~ '" N ~ '" '" '" Ol '" H ~ H W ..., OJ Ol ~ o '" '" Ol '" ~ ..., OJ ~ ~ ~ W OJ '" " o w '" ..., Ol N ~ ..., o ..., ~ ~ ~ W Ol o ~ o w ~ '" W W H OJ ~ ~ w ~ " ~ ~ OJ ~ ~ H ~ o OJ o '" o '" o ~ o o o o o o o o o o o o o o o o o o " '" '" ~ " '" '" ~ " '" '" ~ N '" '" ~ N '" '" ~ N '" '" ~ " '" '" ~ N '" '" ~ N '" ~ ~ o o N '" '" ~ o o " '" '" ~ OJ N o OJ " o OJ " o OJ " o OJ " o Ol " o OJ N o OJ N o OJ " o OJ N o OJ N o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I H o o o o o o o o o o o I yL '"'Z"o\ I '" ... " ... H o Z t""' ~ '" t""' '" '" I H "''''Z Ot""'< "'''' <" ... I I I I I I I I I "" o " ... "" . '" "- . " ~" ,.... '" """" o 0 3"'''' "C ~ .,,'" , "" '0 H" . " " l'l . " '00 "''' 00< " "" . . H" , t""' " o l'l ~ < t""', .HO ~'" ~... .H ,<Z Gl o H H H o . , '" ~ Z o "'0 '" ""'0 t""'''' ~:I:~~;g "''Ut""' "'00 ;;:;'l~ t"1:Et"'O '", ,"0 t':ICIl =;t<t"1 <.)> t""' '" ""0'" ::;t< 0 Ot""' '" " '" '" ... '" ... o " '" < 0 ~~S; t""'H "'Z Z '" ~' ,..,,::r:<C'lC'J t"'lt"1"X )::l)::lt""'WH <0 O'\CIl '" Ol'" , H >;Z Gl "'Gl ""''0 oZ W :J:' ['l O'l 1T]t'1:;t! :: t""'Gl ,-< '" ... C Ol l'l'" , t""'C 0 "''0 C <cry ... " " "" "'H '0'" "'H "''' " t""' I '" W OJ Z o ~ o '" '0 ... 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I I I I I I I I I I I HOl o&; Z'" O~ I N t""' N " I ~ '" '0 HZ "'0 " ;:: Ol '0 " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I "" o " ... "" .- '" "- . >; rt" ,.... '" """" o 0 3"'''' "0 C ~ " " '" " "" '0 "- " ro " " '" . " '00 "" 00< " "". . H" " t""'" 0'" ~ < t""" "HO H'" ~... . H ,<Z Gl o H H "- o . , '" ~ Z o """ '" ",,'0 t""'... ~:I:S;~:g "''Ut""' "'00 ;;:;'l~ ["]~t"'O &; en = ~ ~ c:::.;t:t .. '" ""0'" ::to 0 Ot""' '" " '" '" ... '" ... o " '" '" W OJ < 0 ~~~ t""'H l'lZ Z '" ~' 1"r]::r:<t'1["] ["] t"'J.. X )::<):It''''WI-l <0 O'lW '" "'... , H >:Z " "''' ,,"'''' "Z w ::r:. t'l "., 1'T)[']:;tI = t""'Gl ,-< '" ... C '" , o c ... l'l'" t""'C "''0 <cry " 0'" HGl "... ~ ~ ~ . 5i . ~ ~ 0 t""' 0 5i w t""' w '" '" " Z OJ '" OJ H Ol Z Ol Z ... " ~ ~ ~ Z ~ ~ 0 ~ " ~ 0 l'l 0 N 0 0 0 0 . . , ~ N ~ Ol '" OJ '" '" 0 ~ " '" ~ ~ jj H ~ ~ ~ :;J ~ " " Ol '" '" OJ '" 0 ~ '" t""' '" ~ H '" '" g W W 0 0 Gl H < '" Z W Ol H ~ OJ '" '" " t""' '" '" '" ~ ... ~ ~ :r '" Ol ~ '" Ol 0 ~ ~- " ~ H ~ ~ '" '" ~ '" ~ ~ 0 W '" '" W '" H Z < '" 0 0 " 0 0 ... '" t""' '" ~ " ~ Ol '" ..., '" H '" ~ g H Z '" !l! '" 0 '" '" W >; 0 0 '" 0 0 '" t""' '" < ~ " 0 0 0 0 H Z < + 0 0 0 0 0 0 Il 0 0 0 0 sf, ti.'b\ " D" "'H '0'" ...~ "''' " t""' z o " '" o l'l '0 ... '" I I w I I '" ... 1; H g t""' ~ '" t""' '" '" I H "'l'lZ Ot""'< l'l'" <" ... I I I I I I I I I "l o " ... ,. . '" "- . >: ~" ,.... '" """" o 0 3"'''' "0 00 ~ ""'" " "" '0 H" . " " '" . " '0" "''' 00< " "" m . H" " t""' " o '" ~ < t""" "HO ~'" ~... . H '<Z Gl o H H ". o . , '" ~ Z o """ '" ",,'0 t""'''' ~:I:~~:g "''Ut""' l'l00 <!"~ t'l::tf:6 t""" t""'" t'1tr.1 =>'rr:l <.):1 t"" '" ""0'" :;::t' 0 o~ l'l " '" '" ... 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'" I "'" HGl "... ~ I HOl "" '" z'" o~ I N t""' N " '0 1'; l'l '0 HZ l'l0 " ;:: Ol '0 " I ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o ~ w " ~ o o '" o o ~ o Ol Ol '" ..., w w ..., '" '" ~ o o '" w " ~ ~ o o o " ~ ~ ..., w w ..., '" '" ~ o ~ o ~ '" ~ ~ o ~ ~ N w w ..., '" '" w '" OJ ~ o ~ ~ o ..., H ~ o " '" w w w ..., '" '" w ~ o ~ o ~ ..., ~ OJ H H o W '" OJ co w ..., '" '" N ..., o '7L ~ o ~ Ol OJ OJ ~ H o ~ '" '" w w ..., '" '" N W '" ~ o " " " ~ ~ ~ o '" w Ol w w ..., '" '" N o ..., ~ OJ N ~ o " ~ W N ~ H o '" o Ol w w ..., '" '" ~ o " '" ~ ~ ~ ~ o '" ..., ~ ~ '" o co w ..., '" '" ~ o N ..., ..., w ~ H o ..., " '" w w ..., '" '" ~ A o ~ o " Ol ~ A ~ ~ o ..., ..., N w w ..., '" '" ~ N W \'b\ ~ ~ '" '" ~ ~ o o ..., " ~ ~ ~ '" ..., ~ ~ o H ~ OJ ~ ~ " o Ol ~ ~ o " '" w " ~ " '" w ~ ~ o w OJ OJ '" ~ " Ol Ol ~ ~ o ~ Ol OJ ~ ~ w ~ ..., ~ ~ o '" Ol ~ N H W Ol ..., H ~ o '" ..., Ol o H ~ '" o H ~ o ..., '" ~ " ~ '" o '" ~ ~ o OJ " ~ ~ ~ '" '" w ~ ~ o OJ OJ o OJ ~ '" N W ~ ~ o '" w ~ w '" Ol o '" Ol o '" Ol o '" Ol o '" Ol o '" Ol o '" Ol o '" Ol o '" Ol o '" Ol o '" Ol o N ..., '" " N ..., ~ ~ N '" OJ OJ " ~ '" ..., " w '" w N " ~ w " ~ w Ol " o w Ol ~ Ol ~ ~ ~ OJ '" ~ ~ ..., '" OJ ~ ~ ..., '" OJ ~ H ~ N ~ OJ " ~ o '" '" '" ..., ~ ~ ~ ~ ~ w Ol ~ H ~ N '" " " o Ol OJ H ~ ~ ~ ~ ~ o w Ol Ol ~ ~ H W o w ~ o Ol '" ~ ~ ~ w ~ Ol ~ '" w ~ ~ H W W ~ o o ..., '" '" ~ ~ " w OJ '" Ol ~ ~ ~ ~ w '" ..., '" o '" '" ~ '" ..., ~ OJ ..., OJ ~ W ~ ~ ~ w ..., '" ~ o '" OJ ~ ~ '" ~ ~ ..., ~ o w ~ ~ ~ w OJ Ol " o '" ~ w ..., ..., ~ ~ '" ~ '" ..., ~ ~ ~ w Ol Ol Ol o ~ '" " ~ '" o OJ '" OJ ..., o ~ ~ H ~ o OJ ~ o w Ol OJ N " o '" '" w w '" ~ ~ H ~ ~ ~ '" o w '" ~ o ~ o '" A '" '" ~ ~ H H ~ ~ Ol ~ o w o Ol '" ..., o ~ o o o o o o o o o o o o o o o o o o o o o o " '" ~ ~ " '" ~ ~ " '" ~ ~ " '" ~ ~ N '" ~ ~ N '" ~ ~ " '" ~ ~ " '" ~ ~ N '" ~ ~ " '" ~ ~ " '" ~ ~ OJ '" '" OJ '" '" OJ '" '" OJ '" '" OJ '" '" OJ '" '" OJ '" '" OJ '" '" OJ '" '" OJ '" '" OJ '" '" w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o w o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o I I o o o o o o o o o o o I LL .9'11\ I '" ~ H o Z t""' ~ l'l t""' '" '" I H "''''Z Ot""'< "'''' <" ... I I I I I I I I I "" o " ... ,. . '" H . >: rt" ,.... '" """" o 0 3"'''' "Oc~ .,,'" "",'" "- " . " " '" . " '00 "" 00< " "". . H" , t""' " o l'l ~ < t""'. .HO ~'" ~... . H < Z Gl o H ~ H o . '" ~ Z o ",,0 '" ",,'0 t""'''' ~:I:~~~ "''Ut""' "'00 ;;:;'l~ tr3::E;t""O t""" t""'" t"lU) =;1:Itr:l <.):l t"" '" ""0'" :):1 0 ot""' l'l " '" '" ... '" ... o ;0 3: < " ~~~ t""'H "'Z Z '" ~' ITJ::I:<[']('J tr][']..X ):l):lt""WH <0 O'\(IJ '" Ol'" , H >:Z Gl "'Gl ""''0 "Z W :r:. t'1 0'1 1'T]t'1::tl = t""'Gl ,-< '" ... 00 Ol "'''' , t""'C 0 "'''' C <l'l ... " " "" "'H '0'" "'H "''' " t""' I '" W OJ Z o ~ " l'l '0 ... 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