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HomeMy WebLinkAboutParcel Map 30798 Parcel 11 Hydrology Study J',.- -' '~-- fJM3D7qg ~ , I I I I , I I I I I II I I '. I I I I , II 1 DRAINAGE REPORT HYDROLOGY and HYDRAULICS STUDY of STORM DRAIN THROUGH RANCHO COMMUNITY CHURCH CAMPUS J and BRIDGEPORT DEVELOPMENT to HWY 79 SOUTH & JEDEDIAH SMITH ROAD In the City of Temecula, California by Jack P. Norris in association with Temecula Engineering Consultants, Inc. Date: May 5, 2004 Revised: July 23, 2004 [?J .Jack P. Norris, RCE Conaureing Civil Engineer 40019 Via Gr-aziana. Mur-r-ieta, CA 92562 Phone (909) 994-6296 Fax r9CSI 2'=;'^>'C':.~'c'7 \ ,'" I I 'I I I I I I) I I I I, I I I I I I ~. PART A, HYDROLOGY SECTION 1, RCC / BRIDGEPORT DEVELOPMENT PURPOSE The purpose ofthis section of the study is to determine peak runoff values at certain points in the Rancho Community Church / Bridgeport (RCC) property to support design of an onsite street and storm drain system. DESCRIPTION OF THE WATERSHED The proposed development site is in the City of Temecula, on the north side ofH.....y 79 South, approximately a mile and a half east of the 1-15 freeway, between Jedediah Smith Road and Margarita Road The watershed extends northerly across De Portola Road to a ridge midway to Jedediah Smith Road. The watershed is approximately 140 acres in size, oftypica1ly irregular shape, The terrain is steep in the upper reaches to fairly flat downstream. Maximum relief is 191 feet, from elevation 1208 do....n to 1017:!:. The maximum flow length is 6700 feet, in a southerly direction to the northeast property corner of the RCC site, westerly through the site to its southwest corner, then continuing westerly to a box culvert at Jedediah Smith Road & Highway 79. The RCC site is 53.7 acres, essentially rectangular. long in the east-west direction. with 4000 feet of frontage on Hwy 79. Soil types. read from Plate C-1.61 of the Riverside County Flood Control and Water Conservation District (RCFC&WCD) Hydrology Manual, range from D to B. The Type B soil was not actually labeled: it was deduced by eliminating the soil types represented in abutting areas, and by assuming it is not Type A. Present land use in the basin tributary to the RCC site from the north and east is single-family residential on 2 1/2-acre lots, and is about half developed. There is also some vacant commercially zoned land to the east. The RCC site is presently vacant. Runoff flows through natural channels to De Portola Road, which is paved and has a 4" to 5" AC dike on both sides, then along the road to a graded earth channel to the RCC site. Flow through the site is overland through broad, shallow terrain. The south half of Constance Street is tabled to the Hwy 79 storm drain, according to Trans-Pacific Consultants, who prepared the related drainage study (which cannot be found). That area is 1.7 acres. Historically a portion of the flow drained from the northeast corner of the RCC property westerly along the northern portion of the site to an existing watercourse east of Jedediah Smith Road. That flow panern was changed some time in the past, before the church acquired the property. The existing condition is that all runoff flows to the southwest corner of the RCC property. which pattern is maintained in the proposed development. All of the area is tabled into tlle box culvert at Jedediah Smith Road & Highway 79 per the hydrology map of Assessment District 159. Drainage Report, RC Church I Bridgeport May 5, 2004 Page 2 of6 "V I I I I I I I I I I I I I I I I I I I METHODOLOGY The hydrology analysis was performed based on the Rational Method of the current 1978 RCFCD Hydrology Manual, using Civildesign Rational Hydrology software. version 3.2. It was also run using the RMH computer program developed by the writer (not included in this report) ....ith vel'}' close agreement. The analysis was based on the 100-year frequency storm models of the Hydrology Manual. Streets and storm drains were assumed for the proposed condition of the commercial offsite area to the east. The residential area of2V,-acre parcels on the north was assumed built out but with existing improvements. The design criteria are that the 10-year water surface not exceed top of curb, and that the 100-yr water surface be contained within right-of-way where rights-of-way are proposed, otherwise to remain I' below building pads. SUMMARY The developed-condition peak 100-yr flow rate (QIllO) entering the Bridgeport site at the northeast corner is 107.6 cubic feet per second (cfs) from the north and 20,7 cfs from the east at a time of concentration (T,) of 10.9 minutes. QIOO entering the east side of the site into Rancho Pueblo Road is 25.9 cfs at a time of concentration of 21.7 minutes. It is proposed to carry the entire flow unattenuated in channels. pipes and streets westerly and southerly along the north and west perimeter of the RCC site, then westerly through the "Santoro" parcel to the existing channel northeast of Jedediah Smith Road / Hwy 79. The channel is a trapezoidal earth channel with 2: I side slopes and bottom width of 4 feet. A Manning's n of .03 was assumed to allow for vegetation growth. CONCLUSIONS The developed QIOO to the junction with the overall area's channel is 314 cfs from 140 acres (2.24 cfs/acrc). at T,~19.6 minutes. The grading and storm drain plans by TEC and this drainage study were developed together. Therefore the street and drainage system shown on the present plan, and the calculations and conclusions of this report. arc believed to be in concert. However, node 703 was moved 60' east subsequent to the hydrology and hydraulics calculations; this is considered to be insignificant and would not warrant recalculating hydrology and hydraulics. and remarking hydraulic data on the plans and hydrology map. Water surfaces of 100-year flows are at least I' below building pad elevations, and within right-of-way where rights-of-way are proposed. The maximum 100-year depth in the gutters is only 0.53 ft. (6" curb face). Therefore it is concluded that the water surfaces of IO-year flows within the streets do not exceed top of curb. An equivalent of 1.70 acres is piped into the existing storm drain in Hwy 79. This area is the south half of Constance Street (a paper street), which was tabled into the Hwy 79 storm drain by its design engineer. This equivalency is modeled in the present study by subtracting 1. 7 acres from subarea 802-803 immediately downstream of the onsite catch basin. Drainage Report, RC Church I Bridgeport May 5, 2004 Page 3 016 <;; I I I 'I I I I I I I I I I I I I I I I SECTION 2, ENTIRE AREA TRIBUTARY TO CULVERT at HWY 79 SOUTH and JEDEDIAH SMITH ROAD PURPOSE The purposes of this section of the study are (I) to determine the time of concentration (T c) and 100-year runoff (Q) of the overall watershed in the main channel at its junction with Line A in order to determine hydraulic control for Line A, (2) to determine the Q from the Rancho Community Church / Bridgeport development (RCC) area at that T c, and (3) design the RCC storm drain from its junction with the main channel, based on the governing of two non-concurrent peak Tc's, that of the RCC area obtained from Section I of this study, and the other from the hydrology calculations of the overall watershed performed in the present section. REFERENCES Caltrans storm drain plan of the box culvert, by Ranpac Hydrology map of overall watershed, by Ranpac, undated. Tentative Maps of Tracts 24133 and 24135. Riverside County Flood Control & Water Conservation District topographic maps, 1982. RCFC&WCD storm drain plan by RBF ofTr. 24135, -1,-2,-3, title sheet DESCRIPTION OF THE WATERSHED The area is on the north side ofHwy. 79. It drains southwesterly to an existing box culvert on the northeast corner ofHwy. 79 and Jedediah Smith Rd. Ranpac prepared a hydrology report in the past, but it is lost The tributary drainage area is 487 acres of typically irregular shape, The total area is 54 acres smaller than the Ranpac area; that 54 acres drains southeasterly in a channel visible in the field and on the topo maps, and therefore is not a part of the drainage area. The upper 53.9 acres, on the east side of Margarita Av, is fully developed as single-family residential with an overall average of6 dwelling units per acre. The predominant soil types are Band D. The central area was modeled as fully developed 2 Y2-acre residential parcels, draining through a natural valley channel. The predominant soil types are Band D. The low-elevation, southern 53.7-acre Bridgeport / RCC area was assumed fully developed as commercial land use, with type C soil. The terrain consists of gentle hills and valleys. Maximum relief is about 200 feet, from elevation 1210 to 1009:1:. The maximum flow length is 10,300 feet Vegetation is mostly shrubs and grasses, with some urban landscaping. Margarita Road drainage actually bypasses the storm drain crossing under it, and thus its 1.3 acres was omitted from the Ranpac study. However, it is within the general watershed, may be connected in the future, and is therefore included in the present study. Drainage Report, RC Church I Bridgeport May 5, 2004 Page 4 016 ~ I I I I I I I I I I I I I I I I 'I I I METHODOLOGY Since the Ranpac report cannot be found, a new study was performed. The hydrology analysis was performed based on the Rational Method of the current 1978 RCFCD Hydrology Manual, using Civildesign Rational Hydrology software, version 3.2. It was also run using the RMH computer program developed by the writer (not included in this report) with very close agreement. The 100- year storm frequency was used. RESULTS Peak flows: Stream Area. acres T c. minutes QIOO. cfs Mai n stream area 346.6 27.8 595.0 RCC subarea \40.2 \9.6 3\4.3 Confluenced 486.8 27,8 854,\ SECTION 3, INLETS The inlet Qs were determined by surface flow at local times of concentration. The drainage maps (8v," x II") and hydraulic calculations are grouped together with the hydrology calculations. SECTION 4, CLOGGED SUMP INLET OVERFLOW The possibility of the curb inlets in a local sump at node 715 becoming inoperative due to clogging was analyzed. The Q to the sump was determined by surface flow at its local time of concen- tration, then routed along the overflow path to the Line A channel. Maximum flow depth along curbs was indicated by Civildesign to be 0.5'. thus it could be as much as 0.54', which is within the road right-of-way. PART B, HYDRAULICS Hydraulics analysis was performed using L. A. County's WSPG ver. 4,0 distributed by Civildesign. Line A is hydraulically separated from the main channel by the flow in Line A freefalling (highly supercritical, thus upstream control as seen from the junction) by a drop structure on Line A just . upstream of their junction. That being the case it was unnecessary after all to adjust (reduce) the main channel Q, and would have been inappropriate to adjust the RCC system Q. Line A was calculated using its full peak Q. The governing condition for Line B is with peak Q in Line A with adjusted Q in Line B. The hydraulic control for Line B is the peak Line A WSE at the upstream end of their junction. Line B Qs were reduced to 91 % of peak corresponding to the confluence analysis, However the governing condition for the on site grate inlet at node 702, which connects to the upstream end of Line B, is with peak Q in the connector pipe and in Line B and adjusted Q in Line A. Both analyses are included in the Appendix. Drainage Report, RC Church I Bridgeport 6 May 5, 2004 Page 5 of 6 I I .-,zJ I I I I I I I II I I I I I I I I I APPENDIX Part A. Hydrology Soil map, Rainfall i-d chart Hydrology printouts: IOO-yr, proposed development 100-yr, overall area Hydrology and hydraulics calculations and hydrology maps: IOO-yr, inlets IOO-yr, plugged sump inlet flow-by Drainage maps in pocket: Offsite proposed/existing condition Map #1 and supplement (2 sheets) On site proposed condition map (1 sheet) Overall area: Ranpac hydrology map, portions of tentative maps, Tr. 24133 and 24135 (3 sheets) Part B, Hydraulics Hydraulics calculations Line A (Peak) Line A (Adjusted to Line B Tc) Line B (Adjusted to Line A Tc) Line B (Peak) (Inlet and sump flow-by hydraulics calculations are with the hydrology cales listed above) Box culvert profile from Hwy 79 storm drain plans Drainage Report, RC Church I Bridgeport to May 5, 2004 Page 6 of 6 " ,l;_ .... ,^" " ., ,.-.' , APPENDIX - , , ,.."-. i~t '. '\,\' ,.... . .<C' '\'. . , . ::.~ . 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N___O .... . ----- ..._.It'IfPI ........... .... . 1I\0U'lOlll ......... V'l_"'f'l0 __000 .... . ----- "'0.11\'" ......... .... . V'l0 11\ 0,," ......... .. . . . . ... .. c .. .. .. .. .. . . ... .. o .. .. .. .. .. . . ... .. c ... .. (~ Ii ~ .. ... .. . . ... .. o ... .. STANDARD INTENSITY - DURATION CURVES DATA PLATE 0-4.1 (4 of 61 ~ I II I I I I i I i . I !I I I UL TIMATE CONDITION II 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 RMH RC ver 6.6h Feb 2004 RATIONAL METHOD HYDROLOGY Riverside County (C}Copyright 1999 Jack P. Norris, Tel 909-676-5816, Fax 676-0016 SIN 0 Jack P. Norris, RCE, 40230 Holden Circle, Temecu1a CA 92591 909-676-5816 File: TEC\RCC\RCC-12.DAT 67 records Runtime: 05-05-2004 11:34 Page 1 By JPN Work code 8 Job# RCC +------------------------------------------------------------------------------ Rancho Community Church I Bridgeport site, Hwy 79S, Temecula Proposed ultimate condition +-----------------------------------------------------------------------------~ Schematic diagram. Legend: Node numberl Link text: record number + process name Streams: 2 3 4 5 6 7 8 101 201 1Init 4Init 102 202 2Chan 5Chan 103 203 3Stre 6Stre 104 <----' 8Stre 105 9Stre 111 <--- <-------' 16Chan 112 <--- <------ <-------' 2lPipe 112.5 22Pipe 113 24Pipe 114 26Pipe 115 28Pipe 116 <--- <------ <------ <-------' 45Pipe 117 47Pipe 118 49Pipe 118.5 50Pipe 119 51Pipe 120 53Pipe 120.5 54Pipe 121 <--- <------ <------ <------ <------ <------ <-------' 61Chan 121. 5 62Chan 122 63Chan 123 64Chan 301 11Init 302 12Chan 303 13Stre 504 17Init 505 18Stre 506 19Chan 601 29Init 602 30Stre 603 31Stre 604 32Stre 703 <----' 36Pipe 704 37Pipe 715 <--- <-------' 42Pipe 716 43Pipe 701 33Init 702 34Pipe 711 38Init 712 39Stre 714 40Stre 801 56Init 802 58Stre 803 59Vall ,,.. I 124 I 65Chan 190 66Chan 190.5 I 67Chan . 191 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 I I 'I I I I I ..-----...------------------------------------------------------------ -------------------------------------------------------- .- Rancho COllunity Church I Bridgeport, Hwy 795, lelecula Ultiute. 3PH 4-30-04 ;--;;~i~~~;::::~~;~~~~;~:---::::::::-:::::::::::::~:-:--------------------;~~~--;------~~;~~f~~:~-:~:~--------------------: : 100.0 Year Stor. I hour raInfall: 1.30 (In.) Intensity Slope: 0.550 '~ ; , ;............................... R A I I 0 HAL H Y 0 R 0 lOG Y - R I V E R SID E CO........,...................; :Station/: Soil Type : Devel. : Area: I : C :L Elev; Q : Q :Slope;Section; V : l : T ; Te : Hydraulics :Point Ho.: A,8IC,D :Type :tAcres):in/h: :tsubJ:Total :v/hz : :Fps : ft.:llin.; .in.; or notes I '_________, ________________ "______ ,.______ '____ 1______ '._____ 1_____ I______! _____ 1.______ l____ ,____; ____ I _____ "_______________ 1 I I ! I I r 1 I I ! , 'I! J f . ,_________ '____________..__ 1______ 1__..... 1____ I ~__~~. 1._____ 1_.... I .._.__ 1 _.___ 1.._____, ....1..__ t ____, _____' .....____...... I 'I I,! I I ! , 1 , t I 1 , I 101.00:---------------.:--.--.;-------:---.:------;------:-----; :0.240: : 210: 5.6:---.-:IHITIAl SUBAREA: 102.00; D-100l:User: 0.6;4.79:0.8320:1158.0: 2.5:....--:..---:-.-----;-.-.;.---;----; 5.b:---------.....-: : 103.00; Hatural Channel travel tile t subarea flow addition ;------:-----:-------:----:----:----:-----;---------------; :---.....-:-.--------------;------:.-.....;..-.;....--:-----.:.-.-.: 2.5S:0.122:Nat Ch : B.O; 320: 0.7:--...; Qavg: 6.93 : I 103.00: D-100l:User: 2.2:4.50:0.8280:1119.0: 8.2:..--.-:--.--;-------:..--:----:----: 6.3:....--..--.--..: :.--------;-.....----------;------:-.--...:-.-.:.....-:--.-..;-..-.; 10.75;0.10S:Street : 7.5; 400: 0.9:.---.: qavg: 13.06 : 20.0 wide street :::::: ; dn:0.2 F1e.. h..: 9.7; flo. to pLl :: : : : : Wdth Ctr-Brk: 5.0; Ix-fall: 0.0200 Ox-fall: 0.0200 : : 104.00: 8-100\:User: 1.2:4.19:0.7380;1077.0: 3.8:---.--;----.:-------;----;---.:----: 7.2:---.---.--.----: :---------......................... CONFLUENCE OF "AIN SIREA"5 ..........................----:----;----:-----:---------------: 1_._._..__ 1.___.___________ 1___.._ 1._.__.. 1.___ 1._..__ 1_.._._ 1_____ 1__.__. 1..___ I .______, ____1_._.1___.1_._._ 1_______..___._._ I I! I I t t I I r 1 lit lIt t 104.00: :: 4.1:4.19: : : 14.5; ; : :: I 7.2:Streal Sumury : :._-_._---:._-----_..._----:-.-._.:._..._.;----:----~-:--_._-;_..._;_.._--:---_.:-.._._.:-_.-:-_.-:----:----.:-._-_._--------: ; 201.00:.------.--------:---.--:..-....:..~-;.----.:------:---.-; ;0.260: :: 300; 6.4:-----:INITIAl SUBAREA: : 202.00: D-IOO%:User: 1.8:4.47;0.8270;1123.0: 6.8:------:-----:-------:----:--.-:----; 6.4:-----------._--: ; 203,00; Natural Channel travel tile t subarea flow addition ;------;-----:-------;----:----:----;-----:---------------: :~--------;-----*.---------:------:--.--.-;.---:------:------:----.: 6.80;O.08S;Nat Ch : 7.9: 520: 1.1:-----: Qavg: 13.92 : 203.00; B-100\:User 3.9:4.09:0.7360:1079.0: 11.6:------:-----:-------:----:----:----: 7.5:----.----..----: I ~---.--..-~-.--------------:------:-------;----:-----.;-----.;.-..-: 18.42:0.020:Street : 4.8: 100: 0.3:-----; qavg: 19.58 : 44.0 Wloe street : ::: : dn=O.4 Flow hw:20.3: , tlo. to ot,1 : : : , : Wdth Ctr-Brk: 21.0: lx-tall: 0,0200 Ox-fall: 0.0200 : 104.00: B-I00':User 0.7:3.99:0.7320;1077.0: 2.1:-..-.-:-----;------.:----:.-..;~---: 7.8:-----------.---: ;---------...,........"........... COHFlUENCE OF "AIN SIREA"S ..........................----;----;----;-----:---------------: 1_________1________________,_..__.1____._.1____1_.____1______1___._1______,_____1______.1__._1_._.1____1____.1_______________1 " I! I I t I ! ! ! I! I ! , Confluence ICII: 7.2 ICI2: 7.B ICI3: 0,0 ICI4: 0.0 ICI5: 0,0; : Analysis QIl: 14.52 Q.2: 20.52 Q13: 20.52 Q14: 0.00 Q15: 0.00 Area: 10,4B: Ill: 4.19 112: 3,99 113: 0.00 114: 0.00 115: 0.00: ; ARI: 4.1 AR2: 6,4 AR3: 0.0 AR4: 0.0 AR5: 0,0: : Ql: 0.0 Q2: 34.4 Q3: 0.0 Q4: 0.0 QS: 0,0: , , : 1_________,________________1______'_____._1..__1______1______1_____1_.___.1_____1_______'____1____1____1____.1_._____________ I' 'I I I , , , t I I I , I I ;_.-------;------------..-.:..----:.---.--:----:.----.:------:-----: 34.37:0.016:Street : 5.3: I I I I I I t I , largest Confluence Q: 34.37 104.00: 44,0 .ide street flo. to oLl 105.00; 70: 0,2:-----: qavg: 39.52 : : dn:0.5 Flow hw:22.0: ; Wdth Ctr-Brk: 21,0: Ix-fall: 0.0200 Ox-fall: 0.0200 : 9.0:------:--...;----.--;----:---.:-.--: 8.0:----------.----: B-lOO%;User 3.1;3,93;0.7300;1075.9; : - - - - - - - - - ~ - - - - - - - - - - - - - - - - ; - - - - - - : _ _ _ _ _ -. ; _ _ _ _ : _ _ _ _ _ _ : _ _ _ . . _ : _ _ _ . _ ; _ _ _ _ _ _ : _ _ _ _ _ : _ _ _ _ _ _ _ : _ _ _ _ : _ _ _ _ ~ _ _ _ _ ; _ _ _ _ _ : _ _ . ~ _ _ _ _ _ _ _ _ . - - : :---------..-------------------.---.-----.---------------------.-..-.-----.---------.----------.-.-..---.-.----------..--.-.-: : Version 3.2 Copyright lei CIVIlCADO/CIVllDESIGN, 1992 :-i -t-------------------------------------------------------------------- -------------------------------------------------------- t- \It... I I I I I I I I I I I I I I I I I I I -+-~._.__.._._.----_._------------------------------------------------ -------------------------------------------------------. T- Rancho COllunity Church 1 Bridgeport, HNY 79S, lelecula Ultiaate. JPH 4-30-04 1____________________________________________________________________________________________________________________________, , . : Project: RCCI2B. rrv Page 2 Calculated By: : Study Date: 4/301 4 "oisture Condition(A"C): 2 Checked By: : 100.0 Year Storm I hour ralnfall: 1.30 [In, I Intensity Slooe : 0.:50 :............................... R A 1 ION A L H Y 0 R 0 LOG Y R I V E R , IDE C 0 :Station/: Soillype :Oevel.: Area: I C:L Elev: C C :Slope:Section: V :Point No.: A,B.C,o :lyoe :IAcres):in!h: :lsubl:lotaI :v/hz : :Fos ita*liliiitiitilttt.,'.ttt.., , : L : 1 Ie Hydraulics : : ft.:.in.: lIIin.: or notes ., '_________1________________1______1_______1____1._____,______1_____'_____.,.___.,_______'___.'____,____,____.1_______________, I' I 1 ! I , , ! ! It! ' l' I I :____n___:nu__.__h____.:U_.__:_______:____~.-----:------:nu.: 43.38:0.026:Street : :.0: 800: 1.9:-----: Qavg= 55.67 : 44.0 Nide street : ; an:0.6 flON hN:22,0: flow to pt.1 Wdth Ctr-Brk: 21.0; Ix-fall: 0.0200 Ox-fall: 0,0200 : 111.00; B-I00%:User 7.7;3.50:0.7080:1055.5: 19.1:..-..-:..-.-:-------:----:----~----; 9.9:--------.-.-..-: ! 111.00: D-IOO\:User 6.7:3.50;0.8086: 0.0: 18.9:--uu:u-.-;-------;----;----:----; 9.9:---------uu--: ,.._.___....._______.______,______,_____._'____'_._...,.__.._'_____'___.__'_____1_______1____'____'___.1_____1__.............1 I! !! I I J I I ! ! 'I!,. , : 111.00: 1 28.0;3.50;:; 81.4; : I " : 9.9:StreaJ SUllary : 1__........________________,______1__._.__1____'____._'____._'.____1_____.1_..._'....___'._..1____'_...'_.___1_______________, 'I I!! 1 J II! . 1 f I ,! ' : 301.00;________________:______;__.____;__._:______:______:_____: :0.085: :: 620:10.6:un-:INITIAl SUBAREA: : 302.00: B-I00%:User 1.4;3.37:0.7078;1068.0: 3.2;------;-----;-------:---.:.--.:----: 10.6:---.-----------: : 303.00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :.u..____:________________;______:_uu__;____;_n___;______:.____: 3.22:0.03S;Nat Ch : 3.8: 230: 1.0:-----; qavg= 4.32 : I 303.00: B-100%:User 1 0.9:3.20:0.7004:1060.0: 2.1;______:_____;__.____:___.:____;____: !l.b:.----u.--n---: :__n_____:_______unuu_ :______ :_._____ :__u:--u-- ;------ ;-----: S.28:0.00S:Street: , , , , , 44.0 Nide street flON to ot.1 111.00: 3.1: 540; 2,9;-----: qavg: 13,22 : dn:0.5 FIoN hN:22.0' Ix-fall: 0.0200 Ox-fall: 0.0200 S-IOO\:User 6.B:2,B4:0.6816:1055,5: : Wdth Ctr-Brk: 21,0: 13.2:------:-.---:-------:---.:----;-.--: 14.5:--------------- 1 ________. 1 ____ _ ______ _____ ' ______ 1 __ _____ ' ____ . _ _____ ' __ ___ _ : _ ___ ~ ; ___ ___ ,__ __ _ I ______ _ ' _ _ __ 1 __ __ 1 __ _ _ I __ ___ ! ______ _________ ! I . 1 !' . . . I ! I 1 1 I 1 , , , , Confluence Analysis lCII: 9, Q CIl: 81.42 Ill: 3,50 AR1: 28.0 C1: 94,1 lC12: 14.5 C12: 18.47 Ii2: 2,B4 AR2= 9.1 1m: C13: 0,0 0.00 0,00 0,0 0,0 lCI4: Q14: 114: AR4: C4 : 0.0 0,00 0.00 0.0 0.0 lC15: C15: 115: AR5: C5 : 0,(-: 0.00 Area : 0,00: 37,13 Largest Confluence C: 94.06 113: AR3= C3 : 0.0 : 0.0; 111.00: C2 : 0.0 , , , 1___ _ ___ __ 1 __ ___ _____ _ _____ 1 ___ __ _ 1 _____ __ I _ _ _ _ ,_ __ ___ , __ ___ _ ,_ _ _ __ I __ _ _ __ ,__ __ _ ' __ ____~ _ ~ __ ' _~ _. '.__ _ I _____ 1 ___ __ ______.___ 1 1 1 'I! 1 " ! ' . . 1 1 : 111.00: C-I00%:User 0.6:3.50:0.7815: 0.0: 1.7:------:----.:-------:----:----;----: 9.9:n-------n----: : 112.00: Imorovea channel travel tue : 1:.7B:0.0l5:b: 3,0: 7.2: 420: l.O:-----:n: 0.03 dn: 2.2: : I , !:;: 10.9:U= 1.5 RI= 1.5: 112.00: C-I00%:User 4.6:3.32;0.7762; 0.0: 11.8;-n---;-----;---..--;----:----;----: 10.9;nn-----------: 1 ______ ___ I __ ___________ _ __ ' _ _ _ ___ , __ _____ 1 __ __ ' ___ __ _ ' _~ _ _ _. 1 ~ ..__ 1 _ __ _ _ _ ,_ ___ _ . _ ______ I _ _ __ ' __ __ 1 ____ 1 __.__ f ______ _ _____.._ I I' ~'! ' , . ! ! I i I j ! I I : 112.00; 42.3;3.32; :107.6: : : : 10.9;StrealB SUllary : :---------;----------------'------;_._----:----;------;------:-----;------:-----:._-----:----:----:----;-----:---------------: 504,00: ----------------: ------: -------: ----: ------: ------: -----; : 0 ,012: :: 700: 16. 5: m__; INl1IAl SUBAREA: 505.00: C-l00\ :User 4.6: 2.65:0.750,: 1054.5: 9.1: ------: -----: -------: ----: ----: ----: 16.5; u___mm____: : ------~-- ~----------------: ------: ---_.-. :...- :-~----: ------: ----- :------; -----: ----..- ~ .--. :--_. :----: --.-- :._-------------: '_________ '________._____._, _.____' _______, ____, ______, ______ '_____ '_____., __... 1_______ ,____ 1____ '____1_____ ,___.__________.1 ! I 'I' i ' 1 . , , . 1 ! !! 1 ;----------------.-----------------------------------.-----_.-~-------------------------_._------------------------------.-.-: Version 3.2 Cooyrlght lei CIYILCADD/CIVILOESIGN, 1992 : -j-------------------------------------------------------------------- -------------------------------------------------------- +- \~ I I I I I I I I I I I I I I I I I I I -t---------------------------_________________________________________ ________________________________________________________ ._ Rancho COllunity Church / 8ridgeport, HMY 79S, Telecula Ultiute. JPN 4-30-04 ---------------------------------------------------------------------------------------------------------------------------- Project: RCC128.rrv Study Date: 4/30/ 4 Hoisture Condition(AHC): 2 100,0 lear Storm 1 hour rainfall: 1.30 (In,) Intensity Slope: 0.550 :............................... RAT ION A l HID R 0 lOG Y - R I V E R SID E CO'...........................: :Stationj: Soil Type :Oevel.: Area: I : C :L Elev: Q C :Slope:Section: V : L : T : Te ; Hydraul1cs :Point No,; A,8.C.D ;Type ;lAcres);in/h: ;lsub):lotal ;v/hz : :fos : ft.:'ln,: mJn,: or notes Page 3 . Calculated 8y: Checked 8y: '_________1________________ 1______1_______, ____'______1______'_____ 1______1_____ '_______, ____ ,____ '____, _____' _______________ I It! ! I I I I I ' ! "" t :---------:------------..--;------:-------:----:---.--:----.-;-----: 9.11;0.010:Street: 3.1; 670: 3.6:-----: qavg= 14.63 : 48.0 wide street :: :: ; dn=0.5 FloliI nw=17.1: , flow to oU ;: :: Wdth ((r-,,,: 10.0: Ix-fall: "-0200 Ox-fall: 0.0200 506.00: C-I00'; COlli: 5.6:2.37:0.8819;1048.0: 11.6;------;-----:------.:---.:----:----: 20.1:---------------: 112.00: !lproved channel travel tile ; 20.74:0.006:b: 3.0: 3.1: 360; 1.9:-----:n: 0,03 dn: 1.2: :: :: : ::::; ,; 22.0: LZ = 2.0 RZ = 2.0; 1.._ __ _.._ 1 ____._ _ __..__._. ' ____ _. I _._ _._. I _ ___ ,_.._._ ,.__ __ _ ,____. t _ __ _ __ 1._ _.. 1 __ __.._ : ___ _ ' _ __ ~ ' _._ _ ; __._ _ ' __ _ _. _ _.._ _._ __ ' I! !!! ! It! I I I" 1 t ! ; Confluence TCIl: 10,9 TCI2: 22.0 TCI3: 0.0 TCI4: 0.0 TCI5: 0.0; ; largest; ; Analysis 0#1:107.56 012: 20.74 Ot3: 0.00 014: 0.00 015: 0.00 Area: 52.48 Confluence: ; Ill: 3,32 112: 2.26 113: 0.00 114: 0,00 lIS: 0.00; 0:117.83 ; 112.00; ARI: 42.3 AR2: 10.1 AR3: 0,0 AR4: 0.0 AR5: 0.0; ;: 01: 117.8 02: 0.0 03: 0.0 04: 0.0 05: 0.0: '._.______'_.___.-.------.-,___.._'.____.-,...-,---..-1_._.__1____.1__.___1.__._'------_'__._'____1____'_-.-_'_______________' f! 1 1 I I 1 I I 1 1 1 I II! ' :No, Pipes: Pipe flaM travel time 'N' : 0.013 ------:-----: 117.8;0.007;d: 51;10,9; 75: o.J; 1l.0;hgl: 3.0Ift.) : 112.50: C-100%: Co..: 0.2;3.30:0.8862: 0.0: 0.5:------:----.:---.--.:-.-.;-.--;-.-.: 11.0:.-.....-----.-.: ;No. Pipes: Pipe flow travel time 'N' : 0.013 ------;-----; 118.3:0.006;d: 51;10.7: 165: Q.3: 11.3;hgl: 3.I(ft.) ; 113.00: C-IOO\:User 1.8;3.26;0.7710; 0.0; 4.5;------:-----;______-:____;____:____; 11.3:-----_______"': 113.00: C-100%; Call; 0.3;3:26:0.8860: 0.0: 0.8:------:-----:---....:----:-__.:____: 11.3:---------------: ;No. Pipes: Pipe flow travel time 'N' : 0.013 ------:-----: 123.6:0,006:d: 51:10.7: 365: 0.6; 11.9:hgl: :.2Ift.) ; 114.00: C.IOO%:User 2.4:3.17:0.7680: 0.0: 5.8:-...--;--.--:-.--.--:----;..--;----; 11.9:-----..--..----: 114.00; C-IOO%: Call l.S:3.17;O.8E57: 0.0: 4.9;------:-----;-------:----;----:---.: 11.9:---------------: ;No. PIpes: I Ploe flow travel time 'N' : 0.013 ------;-----; 13U:0.009:d: 54:12,5: 360; 0,5; 12.3;hgl: 2,9Ift.): 115.00: A 0 850 C50 D O:User 6.1:3.10:0.7330; 0,0; 13,8;------;---__:_______;____:____:____: 12.3:------_________: 115.00: A 0 SSO C50 D O:U.gaod: 1.8:3.10;0.7458: 0.0: 4.1:------;-----:-------;----;----;--..: 12.3:---------------: :No, Pipes: I Pipe flow travel time 'N' : 0,013 ------:-----: 152.2:0.007:d: 54:1:.0: ?5; 0.1: 12,5:hgl: U(ft.) : :-------..*ll*lt*lttttttttttlttlttt CONfLUE~CE Of MAIN STREAMS ttltttttttttttt*tlttttt;*J____;____:___.:_____:.__.__~~_.__.__: 1__.__.___ t _._________.._._ I_~____ 1__.__._ I.~__' ____._ ,....__ I _____ 1 _____. f _____ I _._____, ____ '____ _.__ 1_. ___' _________._.... 1 ! I 1 1 1 1 f ! 1 ' , 'I' t' I : 116.00: ;: 66.6;3.09; 1 :152.2: I : 12.::Stream SUllllary : I_.~______I____._____....__ j_____.I..__~__ f____ 1__._._ 1______ ,__~.. ,____._, _____ ,_~_____, ____ ,____ 1_.__ '_____, _____...~______I 1 t ! I ! f 1 1 , ' , I" I, I 601.00;----------------;------:-------:----;______;______:_____: :0.007: : 200; o,':----.;IHlTlAl SU8AREA: 1 602.00; C-100\: Comm: 0.1:4.33:0.8891; 54.8: 0.4;------;-----:-------;----:----;----; 0.7:--..------.--.-; : _.nn~__: ________nun__: __.___: ______t': ____: n____: _____.: u___: __n__: .____: ___.___:. ...: nh: ____: Uh_: n~___n_u____: :-----.----..-.--------------...--.--.----...-.----.-----..-------.----.------------------.-----.-----------------.--------.-: Version 3.7 CopyrIght Ie) CIVllCADD/CIVllDESIGN, 1992 ; -t---.-----------------------------------------------.--,------------- -----------------.--.----------------------.------------ t- * I I I I I I I I I I I I I I I I ,I I I -+-------------------------------------------------------------------- -------------------------------------------------------- t- Rancho COllunity Church 1 Bridgeport, H.y 79S, Telecula Ultiaate. JPH 4-30-04 1______-----------------------------------------------_______________________________________________________________________, , , : Project: RCCI2B.rrv Page 4 Calculated By: : Study Oate: 4/301 4 Moisture Condition(AMC1: 2 Checked By: , 100.0 Year Storm 1 hour rainfall: 1.30 (In.) Intensity Slope: 0.550 : ' :............................... RAT ION A l H Y 0 R 0 lOG Y - R I V E R 5 JOE CO'...,..."",.,...,....,.,..: :Stationj: Soil Type :De\lel.: Area: I : C :l Elev: Q : Q :Slope:Section: V : l : T : Te : Hydraulics :Point No.: A,B,C,D :Type :(Acresl:in/h: : .:(subl:Total :v/hz : :Fps: ft.:lin.: min.: or notes ,.________ 1________________1______1_______ f____I______I______ 1_____ 1_____.1_____1_______ ,____ ,____ ,____,_____: _______________, 1 1 1 I 1 1 I lit r 1 I I " I :---------:----------------:------:-------:----l------:------:-----: O.38:0.013:Street: 2.7: 450: 2.8;-----; Qavg= 4.89 : : 48.0 Hide .street : : :: : : : :: dn=O.3 Flow hw=1l.2: : flow to pt.1 :: :: : Wdth Ctr-Brk: 12.0: Ix-fall: 0,0200 Ox.fall: 0,0200 : 603.00: C-IOOt: COil: 2.~L3.57:0.8B71: 49.1: 7.4:------:-----:-------:----:----:----: 9.6;---------------: :---------:----------------:------:------~----:------:------:-----: 7.79:0.007:Street: 2.3: 275: 2.0:-----; qavg= 8.19 : 48.0 Hide street : : ,fr': : : : : ; dn=0.3 Flo. h.=13.2: : flow to pt.l : ,'1.:"':: : : : Wdth Ctr-Brk: 12.0: Ix.tall: 0.0200 Ox-fall: 0.0200 604.00: C-IOO': COil t O.~3.22:0.8859: 47.3: 0.7:------:-----:-------:----:----:----: .11.6:---------------: :---------:----------------:------:-------:----:------:------:-----: 8.51:0.00S:Street: 2.6: 550: 3.5:-----: qavg= 9.61 : : 44.0 wide street :: : : : :: : :: dn=0.5 flow hw=19.4: : flow to pU : v: : : : : Wdth Ctr'Brk: 12.0: lx-fall: 0.0200 Ox.fall: 0.0200 : : 703.00; C-I00t: COl.: 0.7:2.78:0.8841: 44.6: 1.7:------;-----;-------:----:----;----: 15.0:---------------: '--------- ,________________ ,------1_______,____,______ '______1_____ ,______ ,_____ ,_______ ,____ ,____ ,____ ,_____, _______________1 t t lit , t ! ! I t 1 1 , I! I : 703.00: :: 3.4:2.78; : : 10.2: :: : : 15.0:Stream SUllary : '_________'________________1______,_______1____'______1______'_____'______,_____,_______'____1____1____'_____1_______________1 t t I!! 1 t I ! 1 t 1 I I 1 I 1 : 701.00:----------------:------;-------:----:------:------:-----: :0.012: :: 400: B.O:-----:INITIAL SUBAREA: : 702.00: C-IOOt: CODm: 2.8:3.94:0.8881; 45.1; 9.8:------:-----:-------:----;----:----: S.O:-------~-------: :Ho. PIpes: Pipe flow travel time 'N' : 0.013 ------:-----; 9.B:0.01O;d: IB: 6.7; 255: 0,6: B.6:hgl: l.2(ft.): : 703.00: C-100\: COil: 1.1:3.77:0.8877: 0.0: 3.9:------:-----:-------:----:----:----: 8.6:---------------: 1 _________ '________________, ______ j _______, ____, ______ '______'_____ 1 _~____ '_____ I_______! ____ 1____ ,____, _____ 1_______________ j I! ! 1 1 II! lit t 1 'I 1 Confluence TCII: 15.0 TCI2: 8.6 TCI3: 0.0 TCI4: 0.0 TCI5: 0.0: : largest: Analysis QIl: 10,23 Q'2: 13.68 Q13: 0,00 QI4: 0.00 Q15: 0,00 Area: 7.35 Confluence: Ill: 2.78 112: 3,77 113: 0.00 114: 0.00 115: 0.00: Q: 19,55 : 703,00: ARl: 3.4 AR2: 4.0 AR3: 0,0 AR4: 0.0 AR5: 0,0: : , QI: 0.0 Q2: 19.6 Q3: 0.0 Q4: 0.0 Q5: 0.0: , :, : , -- _ -- ---- t _ _ __ ___ ___ ___ ___ 1 _ _ ____ ,____ _ __ ,__ __ ' ______ j ____ _~ , ___ __ , __ ____ I _ ____ 1 ___ _ _ __ 1 _ _ _ _ I ___ _ ,__ __ 1 _ _ _ _ _ 1 _ ______________1 I' j t j! ! 1 t 1 1 I I I tit :Ho. Pipes: I PIpe flo" travel tile 'N' : 0.013 ____..:nn.: 19.6:0.004;d: 30: 5.9: 190: 0.5: U:hgl: l.6{ft.): : 704.00: C-IOO%: COli: 1.0:3.65:0.8873: 0.0; 3.3:------:-----:-------;---~:----:----; 9.2;---------------: :Ho. Pipes: I Pipe flow travel tile 'N' : 0.013 ------:-..-.: 22,9:0.005:d: 30: 6.5: 240: 0.6: 9.S:hgl: 1.7{ft.): : 715.00: C-I00t; COlli: 4.1:3.52:0.8869: 0.0: 12.9:------:-----:-------:----:----:--..; 9.8:---------------: I _~ _ ___ ___ 1_ __ _ ______ ____ __ I ______ 1 __ _____ I ____ ! ______ ,_____ _ '_ _ __ _ 1 _ _____ '__ ___ ,_ _ _ ____ I ~ ___ , _~ _ _ ' ____ I _____ ; ___________ ____ 1 I It, ,! 1 I ! , j t!". 1 : 715.00: :: 12.5:3.52: : : 35.7: : : :: ' 9.S:Streu SUI.ary : 1_________I________________I______l___~___,____,______\______I_____'______I_____I_______'____j__~_I____'_____1_______________, I 1 1 I 1 ~ lit , , I t t t 1 I 1_ ____ __ __ I ___ ______ _______ t ______ 1 _____ __ 1 __ __ I ___ ___ 1______ , _ _ ___ ,~_ _ __ _ 1__ __ _ 1 _ __ _. __ 1 ____ j _ ___ ! _ ___ ,_ _ __ _ t ___._ __ ________ 1 !' !! I I ! I 1 . lIt , ., 1 :~---------------------------------------------------------------------------------------------------------------------------; : Version 3.2 Copyright lei CIVIlCAOO/CIVIlOESIGN, 1992 : -f-------.-------.-.....-------....----___.....______.....-.--------.- ----------..-.----------...-------------___._______..... f. \"'\ I I I I I I I I I I I I I I I I I I I -+-------------------------------------------------------------------- -------------------------------------------------------- +- : Rancho COllunity Church / Bridgeport, HMY 795, Telecula : Ultiute: : JPN : 4-30-04 1._____----.------------------------------------------_______________________________________________________________________1 , , : ProJect: RCCI2B.rrv Page 5 Calculated By: : Study Date: 4/30/ 4 Moisture Condition(AHC): 2 Checked By: 100,0 Year Storm 1 hour rainfall: 1.30 {In. J Intensity Slooe : 0.550 :............................... RAT ION A l H Y D R 0 lOG Y - R I V E R SID E C 0 ".'1."'.""""""""": :Stationj: Soil Tyoe :Oevel.: Area: I : C ;l Elev: Q g :Slope:Section: V : l : T : Te : Hydraulics :Point No.: A,B,C,D :Type :(Acres):in/h: :(subJ:Total :vjhz : :Fps : ft.:.in.: min.: or notes , , 1_________1________________1._____,_______,____1______1______1_____1______1____.1.______1.___'.___,___.,____.1_______________, it! t t I I ! I I I ! i I I I 1_________1________________ 1______l_______I____I______l~~.__. 1_.___ I.___~_I ~____I_____~_ 1____ 1____' ____ ,_____ ,_______________. I I 'I II! 1 1 1 I 'I I ! 1 711.00:----------------:-~-~--;-------:----:------;------:-----: :0.011: :: 200: 6.1;-----;INITIAL SUBAREH; 712.00: C-100t: Coml: 0.7:4.56:0.8895: 47.4: 2.7:------:-----:-------:----:----;----: ~.l:---------------: ;---------;----------------:------:-------:----:------;------;-----: 2.72;O.006;Street: 2.3; 620; 4.5;-----: qavg= 4.64 44.0 wide street:: : ::: dn:O.4 FlOM hM:14.9: flow to ct.1 Wdth Ctr-Brk: 11,0: Ix-fall: 0.0200 Ox-fall: 0.0200 : : 714.00; C-100~; COlm; 1.0:3.37:0.8864: 43.7: 2.8:------;-----;-------:----;----;----: 10.6;---------------: :---------:----------------;------;-------:----;------:------;-----: 5.5S:0.00S:Street: 2.4: 240: 1.7:-----: qavg: 6.67 : : 44.0 wide street : ;: :: : an:O.4 FloM nM=I7.0: flow to ot,l: : Wdth Ctr-Brk: 11.0: Ix-fall: 0.0200 Ox-fall: 0,0200 ; 1 715.00; C-IOO%: Comlll 0.6;3.11:0.8855: 42.5: 1.8:-1-'3-;-----:-------:----:----:----: 12.3;---------------: 1 _________ 1________________ 1______ 1 _______ I ____ 1______ 1______ 1_____ l__~___ ,_____ 1_______ 1____ 1____ ,____, _____ I _______________ 1 I I 'I I + lIt , I I 1 I 1 I t : Confluence TCII: 9.8 TCI2: 12.3 TCI3: 0.0 TCI4: 0.0 TCIS: 0.0: : largest : : AnalysIs QII: 35.74 Q12: 7.34 Q13: 0.00 Q14: 0.00 Q15: 0,00 Area: 14,76: Confluence : : III: 3.52 112: 3.11 113: 0,00 114: 0.00 115: 0.00: Q: 41.5B : : 715.00: AR1: 12.5 AR2: 2.3 AR3: 0,0 AR4: 0.0 AR5: 0.0: : : Ql: 4l.b Q2: 0,0 Q3: 0.0 Q4: 0,0 QS: 0.0: : , : ,_________,________________'______:_______1____1______,______'___._1______,_____,_______1____1____'____1_____1_______________1 I! j I I' I ! I 1 1 I' I 'I , :Ho, Pioes: PIPe flow travel tm 'H' : 0.013 ------:-----: 4l.b:0.005:d: 36: 7.5: 260; 0.6; 10.4;hgl: 2.2Ift.1 : 716.00: (-100%; COllm: 0.3:3.42:0.8866: 0.0: 1.0:------:-----;-~-----:----:----;----: 10.4:nunnu_uu: :Ho. Pipes: 1 Ploe flow travel time 'H' : 0,013 ------:-----: 42,6:0.o0S:d: 36: 7.5; lB5: Q.4; 10.a:hgI: 2,3IFt.): :---------t*tttitttttittttttttttttt CONflUENCE Of MAIN STREAMS tttttttttttttttttiittttttt----;----;----:-----;---------------: 1_________,________________1______1_______1____1______,______'_.___'______'_____1_______,____,__._,____,_____,_______________, 1 1 ~ I j! I I I 1 j 'j 1 I' t T CI ~r' 1C1i: 12,5 TCI2: 10.B TCI3: 0.0 TCI4: 0,0 TCIS: 0.0;: : Largest : _.~- .,. ~ QU:1S2.16 Q12: 42.61 Q13: 42,61 Q14: 0.00 Q15: 0.00 Area: 81.7S Confluence: Jz. ~~4 I ~', Ill: 3.09 112: 3,34 113: 0,00 114: 0,00 115: 0.00: Q:191.50 : ,: 116.00: Ni'JiT p'~:JI:;t' 1\ :0' ARI: 66.b AR2: IS,l AR3: 0.0 AR4: 0,0 AR5: 0.0; : : : "d_ ,.)>i';' ,1: 191.5 Q2: 0.0 Q3: 0.0 Q4: 0,0 OS: 0,0: , " : t ___ _ __ _~~ , ~ ___ _~___ ___ __ __ 1-:_____ , __ _____ , __ _ _ ' _____ _ ,_ _ __ __ ,__ ___ ,____ __ I _____ '__ _____ , __ _ _ , __ __ ,_ _ _ _ t _ ____ 1 _ __ _ ___________ I I I 1 1 1 I I + I 1 'I + 't , :No. Pipes: I Ploe flow travel time 'N' : 0.013 ------:..---: 191.5:0,005:d: 60;11.,: 215: 0.4: 12.e:hgl: 4.1{ft.) : 117.00; A 0 B50 C50 0 O:User 1.6;3.04:0.i300: 0.0: 3.6;------:-----:-------;----:----;----: 12.8:------------"-: 117.00: C-100\; COIlllll 1.5;3.04;0.88:2: 0.0: 3.9;------:-----:-------:----:----;n--; 12.8;---------------: :Ho. Pipes: Pipe flow travel time 'H' : 0.013 ------:-----; 199,0:0.006:0: 60:ll,3: 170: Q.3: 13.1;hg!: 4,2Ift.) : ,_________,________________1______,_______1____1______1______,_____,______,_____,_._____,____'____1____1_____,_______________1 !' I I !' . 1 ' , , 1 1 I t j 1 I 1 1 1 1 I , I , , I ,"" 1 ! - --- - -- -- ! -- --- --- -- - ---- - ! - ---- - 1 ---- - - - I ---- ,- - - - -- ! -- --- - ! - - - - - ! ----- - , - - - - - . - -- - -- ~ , - - -- , -- -- 1 - --- , - --- - , --- --------- --- I ,_____________________________________________.____________________.________________________________________-----------______1 , , : Verslon 3.2 Copyright Icl CIVIlCADD/CIVIlDESIGH, 1992 : -+-------------------------------------------------------------------- -------------------------------------------------------- +- Confluence Analysis \~ I I I I I I I I I I I I I I I I I I I -t----------------------------------------------______--"------------- ---------------------------------_______________________ t- Rancho COllunity Church 1 Bridgeport, Koy 79S, Telecula UlUlate. JPN 4-30-04 1...______.._________________________________________________________________________________________________________________1 , , , , , Project: RCC12B.rrv Study Oate: 4/301 4 Koisture Condition(AKC): 2 , 100.0 Year Storl 1 hour rainfall: 1.30 IIn.} Intensity Slope: 0.550 :............................... RAT ION A l K Y 0 R 0 lOG Y - R lYE R S I 0 E CO'...........................; :Stationl: Soil Iype :Oevel.: Area: I : C :l Elev; Q Q :Slope:Section: Y : l ; I ; Ie : Kydraulics : :Point No.: A,8!C.D :Type :IAcresl:in!h: :(subJ:Total :v/hz : :Fps : ft.:llin.: lin.: or notes : 1--------- ,________________ '______1_______'____1______ '______1.____ 1______ ,_____ 1_______ '____1____1____ 1_____ ,_______________1 I I ! I I I I t t ! f !, I l' t 118.00; A 0 850 C50 0 O:User 1.8:3.00:0.7280: 0.0: 3.9:------:-----:-------;----:----;----; 13.1:---------------: 118.00; C-IOO': Co.. 1.3:3.00:0.8850~ 0.0: 3.5:------:-----:-------:----;----;----: 13.1;---------------: :No. Pipes: Pipe floN travel time 'N' : 0.013 ------:-----: 206.4:0.006:d: 60:11.1: 135: 0,2; 13.3:hgj: 4.51Ft. I : 11B.50: C-I00': Co 1m ; 0.4;2.98;0.8849: 0.0: 1.0:------:-----;-------;----;----:----; 13.31--------------- :No, Pioes : 1 Pipe floo travel tile 'N' : 0.013 n____:n...: 207.5:0.006:d: 60:11.3: 175: 0.3: 13.6:hgl: 4.41Ft.) 119.00: A 0 850 C50 0 O:User 2.0:2.95;0.7260: 0.0: 4.3:------:-----:-------:----:----;----: 13.6;--------------- :No. Pipes: 1 Pipe floN travel tile 'N' : 0,013 ------:-----: 211.7:0,006:d: 60;11.1: 175: 0.3: 13.8:hgl: 4.7(Ft,) 120.00: A 0 850 C50 0 O:User: 3.3:2.92;0.7240: 0.0: 7.1:------:-----:-------:----:----:----: 13.8:--------------- 120.00: C-I00t: COil: 0.9:2.92;0.8B47: 0.0; 2.4:------:-----;-------:----;----:----; 13.B:--------------- :No. Pipes: Pipe floo travel tile 'N' : 0.013 _nm;n...: 221.2:0.006;d: 63;12.3; 80: 0.1: 13.9:hgl: 4,1(Ft.) 120.50: C-lOOt: Coml: 1.5:2.90:0.8846: 0.0: 3.8:------:-----:-------:----:----:----: 13.9:---------------. :No, Pipes: 1 Pipe floN travel tile 'N' : 0.013 ------:-----: 225.0:0.005;d: 63:10,4: 420; 0.7; 14.6:hgl: 0.4IFt. I : 121.00: A 0 850 C50 0 O;User 4.9;2.83:0.7200: 0.0: 9.9:------;-----:-------:----:----:----: 14.6:---------------: t 121.00: C-I00': COli: 2.1;2.83:0.8843: 0.0: 5.3;------;-----:----___:____:____:____: 14.6:---------------: '---------'----------------,-_____1_______1____1______1______1_____1______'_____1_______,____,____'____'_____1_______________, l' 'f 1 1 I 1 I , 1 1 I , 'I I : 121.00: :: 103.1:2.83: : :240.2: : : t::; 14.b:Streal SUlury : '_________,________________1______'_______1____1______,______1_____'______1_____1_______1____1____1____1_____1_______________, 'f 'I! 1 1 , j I I j 1 t ! 1 I 800.00:----------------:------;-------;----:------:------:_____: ;0.007; : 250: 7.3;-----;INITIAl SUBAREA: : B01.00: C-IOO%~ Comm: O.3~4.1J:O.8886: 42.6: 1.1;------:-----:-------:----:----~----: 7.3;---------------\ 1_________1________________1______1_______1____,______1______1__.__'______'_____1.______1.___1____'____1_____1________.______, ,I ,II! II! 1 I II! I' I 1_ _ __ _ _ __ _ I _ __ ~ __ _ _ __ _ _ _ _ _ _ 1 _ ____ _ 1 _ _ ~~ .__ '_ ___ 1 ______ 1 _ ___ _ _ 1 __ ___ 1._ ____ t ___._ I __ ___ _. 1 _ ___ I ____ 1 ____ ,_ ____ I ___ ___ _________ I !' ! 1 t! ! I 1 1 I 1 I I j 1 , 1---------1----------------1------1-------1----1.-----'______1..___'_____.,_____,_______1_.._1____1__._1_____,_________._____1 ! I I t f 1 I I I t I lit 1 1 1 '_________1_.______________,______1_______1____1______1______1_____1______1_____1____.__1____'____1____1_____I_______________l I' t t! lit t 1 ! I 'I!! t , 1------------------------.--------------------------.-_________._____________________________________________________________1 , , : Version 3.2 Copyright (c) CIYIlCAOO/CIYIlOESIGN, 1992 : -,-------------------------------------------------------------------- -------------------------------------------------------- t- Page 6 Calculated By: Checked By: ~ I I I I I I I I I I I I I I I I I I I -t---------------------------------------_____________---------------- --------------------------------________________________ t- Rancho Co..unity Church / Bridgeport, Hoy 795, Te.ecula Ultilate. JPN 4-30-04 :----------------------------------------------------------------------------------------------.-----------------------------; Prolect: RCCI28,rrv Study Date: 4/30/ 4 Moisture Condition(A~C): 2 100.0 Year Store I hour rainfall: 1.30IIn.) Intensity Slooe : 0.550 :............................... RAT I 0 HAL H Y D R 0 lOG Y - R I V E R ~ IDE CO'....,...............,......: :Station/: Soil Type :Oevel.: Area: I C:l E1ev: Q : Q :Slope:Section: V : l : T : Tc : Hydraulics :Point No.: A,B,C,O ;Type :I.Acres.J:in!h: :(subJ:Total :vihz : :Fps : ft.:_ln.: lin.: or nates Page 7 Calculated 8y: Checked By: ,_________,________________1______'_______,____,______'______'_____1______1_____'_______,____,____,____,____.1_______________, l' I I ~. 1 I I ' it' : 'T I I :---------:----------------:------;-------;----;------:------:-----: 1.10:0.009~Street: 2.5: 265: 1.a;-----; Qavg: 3.21 : 48.0 .ide street : dn:0.3 Flo. h.:12.9: : flo. to pt,1 Wdth Ctr-Brk: 12,0: I,-fall: 0,0200 Ox-fall: 0.0200 : 801.20: C~l00%: COIlIl I 1.1;3.67;0.8874; 40.1; 3.7;------;-----:----___:____;.___:____; 9.1;____nnnnn_; :__n_nn;n____n_n___._~n__h:--n---:--n:n----:-nn-:n--_: 4.S4:0.006;Street: 2.6: 400: 2.6:-----; qavg: 6.76 : : 48.0 liIide street :::: : do:O.4 Flow hlil:17.0; f10111 to pt.' : I Wdth etr-Brk: 12.0; Ix-fall: 0.0200 Ox-fall: 0.0200 : 801.50; C-IOO%: Comm 1.1;3.20:0.8858: 37.6: 3.3:------ :.__n ;__nn. ;---. :---- :__n: ll.n-----nn----.-: :---------;----------------:------:-------:----:------;------;-----; 8.10:0.00S:Street: 2.8; 140: O.S:-----: Qavg: 12.02 : 48.0 .ide street : : dn'0.5 Flo. ho:23.0: : floo to pt,1 : Wdth Ctr-8rk: 12,0: Ix-fall: 0.0200 Ox-fall: 0,0200 : 802.00; C-100t: Calm 2.5:3.08;0.8853; 36.9: b.8:------;-----;-------:----;----;----: 12.5:---------------: 802.00: (-100%: COlllm 2.2;3.08;0.8853: 0.0; 5.9;------:_____:_______:____:__._:____; 12.5;---------------: :------...:...-------------:------;-------;--.-1---...:-..---;-----; 20.82:0.007:Street : 3.5: 820; 3.9:-----: Qavg: 24.83 : : 48.0 .ide street : : dn:0.6 Flo. h.:24.0: : flo. to pt.1 Wdth Ctr-8rk' 12.0: Ix-fall: 0,0200 Ox-fall: 0.0200 : : 803.00: C-100%: Comm 2.8:2.66:0.8834: 31.0: U:------:-----:-------:----:----:----: 16.4;--------------_: 121.00: Ieproved channel travel time : 27,39:0,010:0: 0,0: 3.0: 280: 1.5;-----:n: 0.02 dn: 0.3: : :: :: 17.9:lZ:90.0 RZ:90.0: 121.00: C-100%: COIm 1.8:2.53;0,8828: 28.1: 3.9:-m--:-----;-------:----;----:----; 17.9:---------------: 1_.______.1__._____________1______1_______1____'______1______'_____'______1..___'_______1____1._..1____1_____,_______.__.____' I! !!! 1 ! ! I 1 I I 1 1 1 I 1 ; Confluence Tell: 14.6 Tm: 17.9 TCI3: 0,0 TCI4: 0.0 TCI5: 0.0: : : : largest : Analysis Qll:240.23 Q12: 31.29 QI3: 0,00 Q14: 0,00 Q15: 0.00 Area: 114.89 Confluence: Ill: 2,83 112: 2.53 113: 0.00 114: 0,00 lIS: 0.00: Q:265,74 : 121.00: ARI: 103.l AR2: 11.8 AR3: 0.0 AR4' 0,0 AR5: 0.0: : Qj : 265,7 Q2: 0,0 C3: 0.0 Q4: 0,0 Q5: 0.0; : 1.___.____ 1_______________. 1._____ ,_______ ,____ I_._.__! ______ 1_____ l______! _____ 1_______ 1__._ 1____1____1_____ 1___________..._ t 1 1 'II! 1 1 ' I ' ! 1 1 lit :265.74:0.005:0: 4,0: 5.9: 260: D.7;-----:n: 0.03 dn: 3.9: :: I:: IS.3:LZ: 2.0 RZ: 2.0: 4.6: ------: -----: -------; u__; -- --: ----: 15.3: UnUn_h.___: ;270,39:0,005:0: 4.0: 6,0: 255: 0.7:-----:n: 0.03 dn: 3.9: I: : 1 : : 16.0; lZ: 2.0 RZ: 2.0: 7.0: ------: n___; ____u_: u__: ----: ---.: 16.0: ___.._.u__nu: :277.41:0,005:b: 4.0: 6.1: 290: 0,8:-----:n: 0.03 dn: 3.9: ! : : 16.S;LI: 2.0 RZ: 2.0: 9.3;------:-----:----.--;----:----:----; 16.a;--.------------: 121.50: Improved channel travel tIme , , , , 121.50: 0-100%: COlm 1.~:2.75;0.8839: 23.0: 122,00; Ieproved channel travel time , 122,00: C-IOO%:User 3.5:2,69:0,7490: 21.7: 123.00: Imoroved channel travel tIme , , 123,00: A 0 850 C50 D O:User 5,0:2,62:0.7100: 20.1 : 124,00: Improved channel travel tIme 124,00: A 0 850 C50 D O:User 3,2:2.54:0.7050: 18.3: 190.00: Improved channel travel tlOe :286.71:0,005:0: 4.0: 6.0: 350: 1.0:-----:n: 0,03 dn: 4.0: : I: 17.8:LZ: 2.0 RZ: 2.0: 5.6:------:-----;---_..-:----:----:--.-: 17.8;.-.-------.....; :292,36:0.005:b: 4,0: 6.0: 400; 1.1:-----:n' 0.03 dn: 4,1: : I!! I : : 18.9;LZ: 2.0 RI: 2.0: :----_.---:...._._---------:------:...._.-:-_._~------:------:-----:------:-----:-------~----:----;----:-----:---_..__._-----: L , , , , , , , , , ;---------:----------------:------:-------'----:------:------;-----:------;-----:-------;--_.:----:----:-----:---------------: : :---------.--..---.-------------------------....--.----------------------_.._-----------------------------.---_.~-~-~~----_.-: : VersIon 3.2 Cooyrlght Icl CIVIlCADD/CIVIlDESIGH. 19'2 : : -t-------------------------------------------------------------------- -------------------------------------------------------- t- ~ I I I I I I I I I I I I I I I I I I I -t-------------------------------------------------------------------- ------------------------------------------------________ t- : Rancho COllunity Church I Bridgeport, Hwy 795, Telecula : Ultieate. : JPN : 4-30-04 I I t___________________________________________________________________________________________________________________________., , , , , : 4/30/ 4 Hoisture Condition(AHCl: 2 : 100.0 Year Storl 1 hour rainfall: 1,30 (In.) Intensity Slooe : 0.550 :............................... RAT ION A L H Y 0 R 0 LOG Y R J V E R S JOE :Station/: Soil Type :Oevel.: Area: I , C :L Elev: Q Q :Slope:Section: V :Point No.; A,BJC,D :Tyoe :(Acres):in/h: :(sub):Total :v/hz ; :Fos Project: RCCI2B.rrv Study Date: Page 8 Calculated 8y: Checked By: C 0 tilxllll.*iii...iiiitiiitill: l : T Tc Hydraulics tt.:,un.: lin.; or notes I I j I 'I , I I IF' , , ,; I l---------I----------------I------,-------l----j------,------I-----!------'-----I-------,.---I----,----,----- ---------------t 190.00; C-IOO\;User : 11,0:2.4.5;0.7640: 0.0; 20.6;UhU:_____;___nn;nn:____:nn: 18.9:---------------; 190.50: rlproved channel travel tile :312.91:0.012:b: 10.0:11.2: 60: O.I:-----:n: 0.02 dn: 1,6: : lG.0:L1: 5,0 R1: 5.0: 190,50: 191.00: C-l00':U-good: I.oroved channel travel , , , 0.8:2.45:0.7553: tile 3.2: 3.0: 15.6: , I I I I I I 1.4:....--:-----:-------;----:....;----; 19.0:---------------: :314,30:0.009:b: 4.0: 7.1: 255: 0.6:-----:n: 0.03 dn: : 19,6:Ll: 3.0 Rl: , tit I I I 1_________1______________._1._____1_______1____1______1._____1_____'_____.'____.1.______,___.,____,____,____.1_______________, I 1 I ~ '1 I '.1' ' I 1 I t I' I I : Total study area 140.18 (Ac, I Peak flow rate : 314.297 ICFSJ : ,________.1________________1______1_______,____ 1______ ,______1_____ ,._____ 1_____ 1_______1____ 1____ ,____ ,_____ ,._____________.1 ! I I I I' I I t I . t I , 'I t 1_________1________________1______,______.1____1______,______ 1_____ ,_____.,_____ ,_______1____, ____1____1_____ 1______________.1 I I I. I I I I I I ! I! t 'I I I________.,________________'______'_______!____I______1______1_____1______'_____1_______1___.,.__.'____1_..__'_______________1 1 I I I !! I , 1 ! , I' I ,I 1 1_________1________________1______1_______.___.'______'______1_____1______'_____'_______'____'____'____1__.__'_______________1 I I 1 I I I 1 I 1 I I II! 1 I t '_________'________________'_____.1_______'____,______,______1____.1______1_____'_______'____1____'____'_____'_______________1 'I I! I 1 , 1 I , I "!, 1 r 1_________'________________.______1_______1____1______ 1______1_____1______ 1_____ 1_______ 1____ '____'____'___._1_.____._._____...1 r I 'I I I I 1 I I ' f' I lit 1_________1________________'______'_______'____1______,______I_____'______._____I_______I____l____I____!____.1_______________1 'I " I I 1 I 1 1 I It" I I 1_________ '________________ 1______1______.1____1______ 1______ 1_____1______ ,_____ ,_______ 1____ '____ '____1_____ 1_______________1 1 i 'r I I I , 1 I 1 II! 1 1 1 1_________1________________1______'_______'____1______1______'_____'______1_____1_______'___.'____'___.'_____'_______________1 Iii ! 'I I I I I It' 1 : --------- :--------------_. :------: -------: ----: ------ :------: -----: ------ ;-----: ------- :---- ;----; ----: .,--- :---------------: 1_________'________________'______1_______'____1______,______'..___,______'_____'_______1____1____,____,_____'_______________, I I '" , t I ! I ' I I I I I t 1 _ ___ ___ __ I _. ___ _____ _ ___ __ ,___ ___ 1 __ _____ I __ __ I ~_ _ ___ I _~._ __ I _____ I ____ _ _ 1_ ____ 1 ___ ___ _ 1_ ___ I ____ I ____ I _____ ,_____ _______._ _ 1 j 1 ! 1 ,'It t ! ! '1 I : 1 t 1___ __ _ ~ _ _ , _ ~_ _ ___ _. _ __ _ ___ J _____ _ 1_ ___ ___ '_ _ _ _ I ___ __ _ I ______ 1 __ ___ , __ _ _ _ _ I __ _ __ , _ _ _____ 1 __ __ ' ___ _ I _ __ _ I ____ _ I _____ _ __ .______ , " ! t I! I 1 I 1 1 I It' t , I 1 _ ~_ ~ ___ __ I __ ___ __ ____ __ ___ I __ _ __ _ 1__ __ _ __ ' __ _ _ I _____ _ ,_ _____ I _ _ _ _ _ I __ ___ _ ,_____ ' __ _ _ _ _ _ ,_ _ __ I _ _ _ _ ' _ _ __ I __ _ _ _ I _ _._ __________ _ I I 1 1 I I! I 1 I , ! Iii! i I 1___ ______ j ..______________ '______ 1_______ 1 ____ I____~_ '______ '_____ ,______ I ____. '_______ '.__. I ____ I _ ___ I _____ I _______________ t 't ! 1 I I I I 1 I I ~ I II! I : - - - - - - - - - : - -. - - - - - - - - - - - - - : - - - - - - : - - - - - - - : - - - - : - - - - - - ; - - - - - - : - - - - - ~ - - - - - - ; ~ - - ~ - : -. - - - - - : - - - - : - - - - : - - - - : - - - - - ; - - - - - - - -- - - - -- - : 1_________ '_______________. '______ 1_______ '____'______ ,__.___ \_____1______ '_____1______. 1____ '____ ,____ 1_____ 1_______________1 I I I I ! I I ! ! I . ,", f 1 1 ~ _______ _ . _ __ _ ___ __ __ _ __ _ _ 1 _ _ __ _ _ I _ __ _ __ _ 1 ___ _ ,_ ___ _ _ I ___ __ _ I ____ _ ,_ ___ _. ' .. ___ . __ _ _ _ __ I _ _ __ 1 _ __ _ I _ _ __ I _ _ ___ I __ ___~___ _ ____~ 1 I! It!' I I 1 ' , I I , !' t 1_________'________________1______'_______'____'______'______1_..__'_____.'_____'_______1____1____'____,____.1_____________.._, I 1 I 1 I 1 I 1 I f I I' 1 'I t 1__ _ __ ____ , _ __ ___ __ _ ___ ___ _ I _ _ __ __ I ___ _. _. \ _ ___ . __ __ __ '_____ _ 1 _ ____ 1 _ ___ _ _ I __ _ _~ , _~__ ~ __ . _ _ __ ' __ _. 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I If! 1 lit I I I ---------------------------------------------------------------------~------------------------------------------------------: Version 3,2 Copyright Icl CIVILCAOO/CIVIlOESIGN, 1992 z,\ I I I I I I E!NTI RE AREA TRI BUT ARY I TO BOX CULVERT 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 , I I I .....----------------------------------------------------------------- -------------------------------------------------------- .- Rancho COllunity Church, Hoy 79S, Telecula, CA Entire tributary area to existing RC8 @ Jed Slith Rd & Hoy 79S Reterence hydrology of RCC/8ridgeport 4-30-04 JPH 5-1-04 File: SAHTOR.rrv :--;;~;~~~;::::~~;~;:;;~:---::::::::-:::::::::;:::::-:--------------------;~;~--;------~~;~~~~::~-:~:~------------------- : 100.0 Year Storl I hour raInfall' 1.30 tIn. J IntensIty Slooe , 0.550 ;tt**ttttttt...tttttttttttttJltt RAT ION A L H Y 0 R 0 lOG Y - R I V E R SID E CO ttttttttttttttltllllJI1Zlll'; :Station/: Soil Type :Oevel.; Area: I : C :L Elev: 0 : 0 ;Slooe;Section; V : L : I : Ic : HydraulIcs :Point NO.; At8.C,D :Tyoe :(Acres.l:in/h: :lsubl:Total ;v/hz ; :Fos ; ft.:.ln.: 11n.: or notes ,--------- ----------------'------,-------,----,------,------ -----'------'-----,-------,---- ----,---- ----- --------------- I I '" , , , I I . , I ,---------,..........------.---...,-------.--..,_____.,---...'..-.-,-...--,....-,.___...1.___'_... __._ .....,..___........._, " ,~, , 1 , ! ' , '1 , : 101.00:---------....---:-----.:.~..---;----:--..-.:...---:-----; :0.013: : lea: 7.1:-.--.:INITI~L SUBAREA: 102.00; A 0 850 C50 D O;SF 1/4; 0.2;4.19;0.8279:1208.0; 0.6;------;-----;-------;----;----:----; 7,1;---------------: ~..-------:-----------..-..;-...--:..--...:....:......;.--.-.;.----; 0.62:0.016:Street: 3.1; 400: 2.2:-.---: Qavg: 7.40 40.0 Wloe street :: : an=O.3 Flow hw:13.9: : flow to ct,# Wdth Ctr-8r,' 10.0: I,-fall: 0.0170 G,-fall' 0,01:: 103.00: A 0 850 C50 0 0:5F 1/4: 3.9:3,63;0,8187:1201.5: 11.6:------;-----:-------;----;----:----: 9.3;---------------: :__n____.:n_..n______n_:_.____:____n_:__..:._____:______:_nn~ 12.21:0.011:Street : 3.3: 750: 3.8:----.; aavg: 18.19 : 40.0 WIde street : an=O.4 Flow hw:19.~: , flow to 01.# , Wdth Ctr-8rk' 10.0; I,-tall' 0,0170 O,-fall' 0.0170 104.00: 0-100t:SF 1/4: 4.0:3.01;0.8421;1193.5; 10,1;------;-----;-------:----;----;----; 13.1;---------------: 104.00: 0-100t:8F 1/4: 2.1:3,01:0,8421: 0.0: 5.4;------;-----;-------;----;----:----; 13.1;---------------; '--------------------------:-.--..---------.---'------;------'-----: 27.73:C'.O:C':Street 4.7: 2:,:: 1.CO:--.--: aavg= 29.09 40.0 ~lde street : dn=O.. Flow hN:19.2: ~ 710w ~~ ::.~ Wdt~ ~:r-8r~: It.O: l.-f~l!: ~.0!7~ Q'-fall: 0.0170 10,,00: 0-1001:8F 1/4: 1.0:2,89:0.8400:1188.0; 2.4;------:-----:-------;----;----;----: 14.0;---------------: ~No. P~~e~: ~:oe flow travel tue --- '~': 0.013 _..u_:_____: 30.2:0.005:d: 3t: 7.1: 300: 0.7: 14.B:h9~: 1.7Ht.): 100.00: O-lOOt:SF 114; U:2.8l:0.83B6: 0.0: 3.i;------;-----;-------:----:----,----; 14.6;---------------; :Ho. P,Oes' Ploe flow travel time --- 'H" 0.013 _m__:u___; 33,2:0,005:d' 36: 7.2: 250: 0,6: 15.3:hgl' l.9IFt.); 10:,00; D-l001:8F 1/4: 16,5:2.75:0.8375: 0,0: 38.0;------;-----;-------;----;----;----: 15,3;---------------: :Ho, P,oe,: P,oe flow travel II" --- 'H '0.013 __00__;_____: 71.3:0.005:d' 36:10.1; 4DO: 0,7; t6.0:hgl' 2.6IFt.) : 108,00; 0-100\:8F 1/4; 18.4:2.69:0.8362: 0.0: 41.4;------;-----;-------;____:____:____; 16,0;---------------; :No. PIPes: Ploe flow travel tIle ... 'H': 0.013 -----.;.----: 112.7:0.005;a: 36:15.9; 480: 0.5; 16.S:hgl: 1l.3fFt.J : 109.00: B-100%:SF 114: b.5:2.64~O.7723: 0.0: 1.3.3:------:-.---:-------:--..:___.:____: Ie.S:--uuun--__.: ;Ho. Ploe! '1 'ICE 110. Iravel me --- '~': 0.013 ------:-----: 115,9:0.005:0: 48:10.0: 340: 0.6: 17.1:ngl' O,91Ft,) : 111.00: Natural Channel travel tIme t subarea flow addition :------:-..--:------- ---- ...-:----'---..:-....---..-----: :-----.---:----------------:---...:.------:----:.u.--:------:-----:125.93:0.04b:Nat Ch :12.e: 980: 1.3;-----; aavg=202.41 : ~11.00: A 0 BSe C~O D C~User : 65.S:2.49~O.7040:113:.0:115.0:---~-.:..---;-------:----:----:-.--: lE.4:----......-----; ,_.__..___'_____________.._,....._1_______1____1._..._.______,__._.,..____1_____'.._.___,____,___.,._._,_.___,.___..__.......1 " ", ) 'I I I 'I'" I ,--------- ---------------- '..____ ,_______ '__._ ,______ '______, _____, ______,_____, ___..__,____ ____, ____ '..... (.______________1 , "~" 1 I '----------------------.---------------------------------------.-.-------------------------------------------------------.---: ; , ierllcn :,: Cooyrignt lei CIVILCADDICIVIlDESIGH, 1992 : -.-------------------------------....--------------------------------- -------------------------------------------------------- t- "tA. I I I I I I I I I I I I I I I I I I I -+-----------------------------------------------------------------.-- -------------------------------------------------------- .- Rancho Co..unity Church, Hoy 79S, Te.ecula. CA Entire tributary area to existing RC8 @ Jed Slith Rd I Hoy 79S Reference hydrology of RCC/8ridgeDort 4-30-04 JPH 5-1-04 File: SAHTOR.rrv :--;;~;~~:;::::~;;~~:;~::---::::::::-:::::::::;:::;:-;--------------------;~;~--;------;~;~~f;:::-:::-~--------------------: : ICO.O lear Star. 1 hour rainfall: 1.30 I!n, J Intensity Slooe : 0.550 ~ . :*liIJJJliJJJIJIJJllttIJlilliili R M T ION A L H Y 0 R G lOG Y - ., I V E R : I GEe 0 JJIIIIllJll".".'l!IIII!I". ;Statlon/: Soil TYDe :Oevel.: Area: I : C ;l ~lev; Q : Q :Slooe:Sectlon: v : L ~ 7 : T: : Hydraullcs :Point No.: A.~.C,[I :TYDe :IAcres.l:ln/h: :isuol:Total ;v/n: : :F05 : ft...ur!.. mHI.: or note: ,--------- ,------- ---- ------ ------ -----'------ ----- ------- '! " 112,00: Hatural Cnannel trav,l tl" t suDar,a flow addition ------ ----- ------- ---- ---- ---- ----- --------------- :----.----;----------------:------:-.....-:--...-..---;------.-----:240.9C:O.019:"at (n g.:~lZ30: :.4:-----: J3vg=30:.69 112.00: AD 560 C40 0 O:us,r : 65.2:;.33;0.1156:1110,0:108.8;------:-----;-------:----:----:----: 20,8:------------._.: 113.00: Hatural Channel trav,1 tit' t subarea flow addition :------:-----:-------;----:----.----;-----'---------------: :---------:----------------:----h~-----.-:-n-:--n--:-.----:-----:349.6S:O.019:Nat Ch : 9.8: 970: 1.7:-----: aa\'g:3:~.1! :13.00: ;. ': 56(1 (40 [i O:U:er , 31.1::.:3:0.:095:1')9:.0' 49.Z:------;..---:----.--,-.--.-.--.---- ::.4..._____________. 114.00: Natural Channel travel time 'f subarea f iON aaaltloli : hn_.: ----- :------- :---- '.--- :----. -----: ------------.--: :_________;___u___.____.._:______:_______;____:__u_.:______ :----- :398.99~O.018:Nat Ch :10.3:1300: :.1:-----, J3I,'g:44:..S2 114.00: A 0 56(' C4('" O:user : 5,.4:2,13:0.1022:1068,0: 10.8:------:_____:_______:____:___-:____: 24.5:---------------, 115.00: Natural Channel travel tIme t suOarea flow aaOltlon ------'-----;-------,---- ----,---- .----,----.-..------- :_________:________________:______:______.;____:______:______:_____:475.74:0.OIS:Nat Ch ; 9.7: SqO: l.0:-----: aavg:S03.3. 115.00: AD B60 C40 D O:user : 31,0:2.08:0.6989:1059.0: 45.0:------:-----:-------.----.----.----: 25.5,--------------.: i:o.0t, Natural Cnannel travel tIme 'f su03~e~ flo~ aa~lt:Jr ------ ----- ------- ---- ---- ---- ----- --------------- . . , : -.------- :---------------- :-----.. ____n_ :__u :____u :------: ----- :520. 78:0.037 :Nat en :15.t' 790: 0 ,s: -----; <Javg:S54.82 '. .-,r L .l(;:.~: t~e7 -:0: r "i ri':';" .::-.. .fI'"IC :' .r . - .. -.- ,'.. ---.-.- .-. -..- ..-----------..-. lQl.OO: Natural Cnannel travel tIle ~ suoarea flow aC~ltlon ______,_____'_______.____,___..___...__._1__________.....' , , , ! ,--------- -.-.------------,...--.,------.,---.'-----. ----.-'-----:5e:.OO:O.Ol::Nat C~ :~:.:: ~7C: ~.5:---.. oavg:5SQ.l: 191.00: O-lOO~:User: g.4:1.9S:C.7~17,lOl:.(.; 14.0,------,-----:---....,..--:....;----. 2::.E:---uu--------; , , --------- -----------.~._- ------ -------:----'-----.,--.---'-----'------'.____1___....,____.____,____'_.___1________.......1 . , , , , , , , ,,' 1 1?1.00: 34t.t:1.98: :595,0: : :-.S:Streal SUllary : " ., : , ------- ---. ------ ------ ----- ------ ----- ------- ---. ---- ---- ----- ..--...-------- , , , '. ---... ----- ------- ---- ---- :0ser Data Entry; I?: . o CO: :-:oo~: COI~: lCG.:::,4!:O.Se:l: 0.0:Z14.! ------:-----:-------:----:.---;----. 19.t.:---.......-----: " " ------- -.-- ------ ------ .---- .. , ---- _.-- ----'-----,---------------, , , Lcr. f le~rl:: TC#l: 27.E iC'~: lS.~ TCt:: C.. 012:JI4.30~ 013: a:= ..If':' 1#2.: ;'R:: i4C'.: M~3: EI" 'J.e; Tei5: : .0 largest 014: 0.00 ~~5: ('.00 Area : ~3e.El Conf1uenc, a,: C .oe- as: (, rd,' 0:854,13 AF.:: .~F5: ,", r,' 0' : 0.0 .,~ : 0.(': "" A!ial/~lS 011:5?5,04 I;~: ~.9: ~Rl: 34c. ~ 01 : :54.1 '':.V'. (. .0(' : ~ ~ . CoG: ('.0 Q2: 0,0 03 = ,0 '----'-----.--------------.: j Total :.:uay area 4oe.21 (~c. i Peak flo~ rate 354.134 ':FS i ------- ---- ------' ------. J,O..?_' -"'-1- "-----. ------- . _t..A.T1IJ.U_TD)__: ~1.-':-Z4i-::-'-~! ;_:__~:1$_..'2:__ '---. , ____ _~__. ---------______1 , - - - - ; .. - ~ - ~ - - ... - - - - - - - - - - : " , .-------- --------------.- ------ , ------ ----- . 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"" ;::'1'0 <II .' ,.. . c : ..,.. ;: I:> .:.0 . ~ I I I I I I I I I I I I I I I I I I I I '., i:; . t..... . .-, , . , ;. DEPTH OF FLOW - Y - FEET .01 '.C.. 03 04 .05.0& 06 10 2 3 4 .5 & '0 '0 -!-l-l j 1-:-.,.. "1-'- 1--._+. II ,j ..1..0.'0 =(0) ;1~~L~~t~t-P~R-'~010;-'~-r--i:t=~iI"1~8 I --,- LENGTH OF CURB OPENING ---1:..::"'...:.j-:-1-:+0;:11.:'& i---r- INLETS WHEN INTERCEPTING -X-t---I-'z(-0lvl- - .5 1-- + 100 '70 0 F GUTTER FLOW -t..:- -!-. -I :r;f~ZI- .4' : T I I I' I J---' i -. -1- . Vy~:. f.~' -1-. - .3 I--r--I--t- -t- -r-I '- -. "'-r' - 1'~,( ~ ~ + l- . : I, I : ---'.----t v,/'(iA' ~ I . I ! I j'. 1.1, U ~~;,,/~' I II .2 i---j-j--L-!- ,I! I I m-~-l- ~jfr 1. LL.tt-l-.... Q, Ii I' I II i I~IIO:I <<~o'l>'{~I#1 III I I L' I, 1 ,. i //o~ //' I , ' I I I~'" r ,'7,' 'Y- ,.I I " 10 . I I 1 <:.t, ,h '/ 1,0' / ; I I! , ,.; ,,~~t'." // c:f 1 i ! I 1 ' 'I I /l':;.n; //: ~. i , _ I +~+I__~, ,r+-7-+---- - .: .... ..J-I_ 0& I- : -+-+-+1 f- n'/~-1 ~ --+f-'-"T--i- ...l...-t-I- ....r- 05 C/ ~ ~. I -1.-L~1 I//! / ,-r- _Ll...__ i ' 1 1 I -r I I : 7 r... V/ 7T ' I '-:- I - _.\-; /,,(i ~r ' I' /-l--- : 1 I I 03 ~Ii ~/ / .....r'-7jft-+ - + -1-. 1 .1-h....,..1 . , . / V /'/ 1 V".! I . I ; i ; ;./0/ Y{/i JJ iJi! i /1 'd. I. I +' : ! ///,/' .~' i II:jT II-I--~r--""I I i I - r- ~///~/ 1- I :' I . I. i I I . .01 , , .. ... .. ..... ~.,-{ 08 '. 02 . .... :....: . ~.,;.... . . .... . '.. .~~ :':~i -.. .. .; ~:... . , .. . .... .:". , . . (b) PARTIAL INTER- CEPTION RATIO FOR INLETS OF LENGTH LESS THAN l.' .8 " .6 .5 . ..... . :..::. .4 ~ .3 Q' .2 .... BUREAU OF PUBLIC ROADS DIVIS,ON TWO WASH., D. C. ,10 .~ .4.5.& .8 LD 4\r~ TABLE "M . CA.PACITY OF CURB OPENING INLETS -34-' ON CONTINUOUS GRADE "Y ~ ..::i .~ -- ~ ,,'" ~ .c -: .~ 1 .~-- i ~ ~ ~ ) I I I I I I I I I I I I I I I I I I I . "- ], ~ .2 :;;: ./S . 1.0+12 \I .8 .7 .6 .5 4{:S ,) 25 I.S .1 1.2 II 10 8 6 10 9 8 75 7 z 6,.5 6 /.0 5.S ..... ~ .8 ~ ,6 ~ ",.'" ~ ","'" .-: ,,!: .3 t~. '" ~ ~ '" ~ I.; le;/ ~ ~ ~P ... ,=.2 ~ t~~-;, ~ '" , .I ~ ~ ./ f1 ~ ~...."'" ~ \ .1 ~ .08 ~- 4i .06 ) ~ .04- ~ ~ ~ ~ ~ \;; ;f. .J.5 " ..... 1- il "'i .O~ .02 z ,01 4- .3 ....'1 , If!, , tf~, , .o.Z"? Il!~/ .J) ,,' ~J~ ~ I 'otJ.+e~ , ~r- ;)- LJL -d-_.;~H t~ (I ' 'LDr-ell /)~pr~:;Sil;A t'a) = 4-" 5UMP ~ur~::JU ::i P/_t'..~ P--....., -30- ~b""'.":'7r:7r'" '--_" c~c:",,(".t;, (""l t"!/rb ~, I;; ~- " <::::. , , , , .~ ..... t l:i -~ ~ .~ !! ~ ~ ~ '" !l, i \ TABLE ,-:: " .~ z ,.--r- 1,0 . $? ~ \,; .9 .8 ~. ~ ~ (J \ -,,, .7 .~ .4 .~ .25 l \ Cl ..:, ~ .2 .IS 0.1 L ,?"\ I I I I I. I I I 'I I, II I, II I I I I I I I I i I I " I @ r::-:.y 170>- . , I i ! 1 a , . l , 'L.( ( IO.-...~ t I I III1I 'I "I,IIII'".t'II'! III i 1....j1ll1j.ll:.'.p:,. I I I f i "'-;1 !:; .- <: I I I I I 1 I 1 I I I' ~, 1 I I I I I I I I I I I _-A I TT I. IIIIT 71-- I I I I I II / I ~ I I I II 1/ I ~ I I II I '~"1 I I I. I =3 I 11t'1~ II 1':j'YI.I '.I~ I Ill'.., .~ '~/ I' l,;.--c.~ I I I I I :0 pcz(o+b) - z= -' - A. . 6 OW - - 1..0;:-. I I I 1" ". .."I...'I''I.II''.J...:,....'..I':',..;>...("..I ,171 I ii' I i ......1 I I i J , I I I I I I I II I I I I T I II' I III I II' I I' I I 1/ If!}, I~ 1'71 "I,Z .e- = .5~ ; I I I , I I I I II I I "-:;, I ;'1 I' ~ I -S I 3 1= .1 - I - ,I I j I I I II I I .1 I I I / I I I I I I I I I I it: II Y I 1./ I I .., , ,.. i I -,- I ~ 4 . F w I I I I I t I"'" ~~I 11111 Vii '~'~+'" H 171 I ! ~'i - I.; VI I I i I .2. ~ ' IYJII' ,,13JoH~z I 01.\ IIII 0.1. I I I ! I I I Ii 1 I I I I I I 1 I I I Iii I I I I I I I , I I 1111 HEAPS U!p TO 10..4 !cuRlvEI(a!l lAIin.lEs HEADS AbOVE 11.+ bJR!vElo.b APPLIES - H~S B~*~ ~1aL~, ~Aff~llr'OH SECTOR la OPe'luin'oN IISI ,~,., !M:FIIfIT~1 : I I I I I I I I IIII r ! I I I I I III/ I I II Ii I. I, I ~ 2 I I III I 11,1 I" II , I ~ ~ ~p,,~~4~~~.!.~~J?~t.~J..r.k~~! J.lEF,(~b.. J!~".~~~~~.l;.~t~~~J.,'~~~~~ ~~ 0., .:l _3.'t.5' .>11 .7.11.' LO Z 3 4 !I 6 7 .9 10 2lt BUREAU OF PUBL.IC ROADS CAPACITY OF GRATE INlET IN SUMP PIVIS1ONTWO W^Slt.D.C. WATER PONDED oN GRATE, : : II I .,\.~ ;:t ~! ~ ; I I I I I I I I I I I I 1 If I I I .1 I I I I 1'1 I II I I I i i I I I 11 I I I , I I I II II I I I I i I I I III I t I I I I 11 I III II I T :::l '1 .~ ;J. I :'j I ~ I - , . ... ASSUME 25 % C;LOGGING -59- ~ I '. ~ I I I I I I I I I I I I I I I I I I I [ l!JeET IIZ I \ I ~p 7 Curb inlet in sump A Qcb = 3.087 * Lcb * Hcb A 1.5~ 10-30-2003 11:38:56 B'I JibN Dro inlet at NE corner of Bridgeport site. ntere ~nlet length (ft. : Runoff (cfs): 108 Computed Hcb=1.69' Qcb=108.51 cfs CD ~~=_~~_~:_~~~~' L req'd = 12.37'~ ---------------------------------------------------------------- CD HEIMIT 6r- OfENlfJG- t.Et~i; ,~k. IJ8 Cr--S =.:: /.61' <: 2/ Pi<~1/i ~ , o Fl$. 2' HIGH O/t:l'JL,.J~ R.E4JD tE1JGif{ -:::. /2,4..1 ~ /6' ,PI<. OVI oW. O/JS-ERt/Ai;viLY AssUAiEZJ if hff';2))..Ltf v!:LlXiLY. @ Hf+t.IL {flu/( V;!Nr;. 1./;;'7:.:": CaJ:':-C.'f(Vr.C:tvE c.: CF 1,[,J.. 'J'"' '.:. , ( f!r.j:J,' = /' ~I J ~ v, I ,J -- It gt (\J-Vi,I ,-":-fQS'^lj ~flU < z..1 CK. ~ ?JOv I I I I I I I I I I I I I I I I I I I ~ ..Jack P. Norr-is, RCE Con....lti"'"' Civil Eno;"..'" 40:)1 S Vie Qr--ezlelnl!!!l M.JT""f""Iete, CA S2562 (9:}8) 894.6296 Cl...t -re:c. _ p.Cc- By: " f'fV Job 10 f:CC 1 Date, 4-- t.3 -0 t- Sheet 2.. of "7 /f,)/.-i:T Hr'DR A.J/...fCS ~J' /l" fllC ~(~,aOn<.OI 0" ' V r H ~( Adl r {I : ),b1 eO 1,2 II lj = '''''', 'I to,oJ Covf:~ AS ~ (Q'" ?S) '1((( 0/ ~!7E INtEr SHT 7 q:;: V ~ ~,~ /I./rJ. (1 = q,o '\' '00 U,r;: S-A J{e ([fD Q-:: I '1. Cf I... Ty/'[; X ftJLE. '( )LO'(f , t:... ~~l , n~ - -,- 6 > Q= Co.. J Z3 H t2" Db" Cl. fd.o A=o.r ~,F. 16" , f ---t ~DD*~ S',n. ) c ~ 0,(. ( (;V1 Il. I',,: "j (Ji... 4 - r') s-tt..t;.l.. A((...>i\:-L Qft""'T = .t(f..:JJ2~~O-:~~ (,75 Q/, 5"0,) :. (.71/(,(, =- 16,4- Q TO ilJP GRATE;::' ('1,"{- 10,4- = 70S A :..tf,l;2 = 7,07 )( % CI/;? ~~()CTIHJ':: r;;Jo 5,r. ~" 7.5' (70 f't. 'G'= 'I t=~{)M 8,f, I< r ~RhfH) IJ.r?;4Q-ft:P f! RarD = rJ, 7Z. t fI ~<lI\-IL,::: 4 j,e, UJwBT ^ i)Jf'tcf}.JT T.e, - 40,8 2.~ '70,72' ()f::; bfO II I I I I I I I I I I I I I I I I I I IIJ l.Ei G:J:> .~ 3(1 Streetflow hydraulics (a utility in RMH by Jack Norris) =============================================================================== Entered Q = 5.2 cfs, So = .005 'I' Street template 6 Half-width = 24' n = .015 1 side CF = 6" Batter= .25 h/v Gutter width = 24" Hike = 1.5" Xfall = .02 ' I' Q = 5.20 on one side of street. D = 0.423' V = 2.06'/sec. D*V = 0.87 Sf = .00500 Flow area = 2.52 s.f. Flooded width one side = 15.45' Lip = .38" ------------------------------------------------------------------------------- Curb inlet on continuous grade interception, using CBOnGrad.bas Node~ 04-22-2004 16:10:01 Entered Q= 5.20 cfs D=0.42' a=0.33' Calc'd L100=11.44' a/y=0.79 .--- , Entered Lp'" 7 ,- , I Calc'd Lp/L100=0.61 7 CJi\G I;.'~C, Entered Qp/Q=0.75 I Calc'd Q= 3.90 cfs into curb i~ (8" ('Iff /1..= ,01 of< ,Q= 1.30 cfs flowby To <!.!JJ V"21. (';IJ. -/z-";: \ ----------------------------------------------~------XlLe_~~____391------------- / Alj,ET /(jj;) Q (01 =- + 6(7 I/J g,Q FUJv.J I?<( FI?ON @ So= .005 'I' Half-width = 24' n = .015 .25 h/v Gutter width = 24" Entered Q = 8 cfs, Street template 6 CF = 6" Batter= Xfall = .02 ' /' Q = 8.00 on one side of street. D = 0.481' V = 2.29'!sec. D*V = 1.10 Flow area = 3.50 s.f. Flooded width 1 side Hike = 1.5" Lip = .38" Sf = .00500 one side = 18.35' Curb inlet on continuous grade interception, using CBOnGrad.bas NodedJ]:> 04-22-200416:23:58 Entered Q= 8~cfs D=0.48' a=0.33' Calc'd L100=15.68' a/y=0.69 Entered Lp= ClV Calc'd Lp/L100=0. 64 11'0 ' C D 1~t..t3T Entered Qp/Q=0.78 V~Q Calc'd Q= 6.24 cfs into curb inle~ I Q= 1.76 cfs flowby 70 v..12.J !~'I f/ff lie '" ,n C>(:. ------------------------------------------------------------------------------- v= ~. SJ bv\t II I I I I I I I I I I I I I I I I I I ~ ..Jack p, Nc:rr-is, FlCE Cliont: Job 10: I< Cc.( Ccn.ult:ing Civil Engin..'" RCC. 4C019 Vie Gr--8zlel""'le Pn>jocl: M.Jrne~. CA. 92562 JffJ 4- 0,7 (9]9) 884-6286 BI" Date: 4- - <']-04- Shee' @ Q::o ~-,:5 T'I ft3. r. 1!Jt.-ET Ole. p~ ~ CAL Cf) Sift ( (r~:,. (f 7) I/JI-ET (/20 c?,o; g,D T I, <t FL()WfN Fi2i)}J- eJ3) Street flow hydraulics (a utility in RMH by Jack Norris) (, g C? j ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Entered Q = 9.8 cfs, So = .014 'I' Street template 6 Half-width = 24' n = .015 1 side CF = 6" Batter= .25 h/v Gutter width = 24" Hike = 1.5" Xfall = .02 'I' Q 9.80 on one side of street. D = 0.438' V = 3.55'/sec. D*V = 1.56 Sf = .01402 Flow area = 2.76 s.f. Flooded width one side = 16.20' Lip = .38" Curb inlet on continuous grade interception, using CBOnGrad.bas Inlet 120. 05-03-2004 10:26:32 Entered Q= 9.80 cfs D=0.44' a=0.33' Calc'd L100=20.72' Entered Lp= 14' Calc'd Lp/L100=0.68 Entered Qp/Q=0.81 Calc'd Q= 7.94 cfs into curb inlet Q= 1.86 cfs flowby a/y=0.75 (oj "", FE Q , U V 0 4,~ I ?~ , J !f~ "- Cle ------------------------------------------------------------------------------- A.1; I I I I I I I I I I I I I I I I I I I ;A)t..C{ (702 ~ Streetflow hydraulics (a utility in RMH by Jack Norris) S-(l =============================================================================== Entered Q = 10.2 cfs, So = .005 ,/, Street template 0 Half-width = 22' n = .015 1 side CF = 6" Batter= .25 h/v Gutter width = 24" Hike = 1.5" Lip = .38" Xfall = .02 ' /' Q = 10.20 on one side of street. D = 0.517' V = 2.43'/sec. D*V = 1.26 Sf = .00501 Flow area = 4.20 s.f. Flooded width one side = 20.18' Flow exceeds top of curb. Plane of curb face extended up, pkwy ponded. Curb inlet on continuous grade interception, using CBOnGrad.bas Inlet 703 05-03-2004 11:55:20 Entered Q=10.20 cfs D=0.52',a=0.33' Calc'd L100=18.59' a/y=0.63 Entered Lp= 10'/,/ Calc'd Lp/LIOO=0.54 '1"/; Entered Qp/Q~.71 l~uY Calc'd Q=/7. 24 cfs "~into curb inlet ~ 2.96 cis flowby Curb inlet on continuous grade interception, using CBOnGrad.bas Inlet 703 05-03-2004 11:56:26 Entered Q=10.20 cfs D=0.52' a=0.33' Calc'd L100=18.59' a/y=0.63 Entered Lp= 14' Calc'd Lp/L100=0.75 Entered Qp/Q=O. 87 rc 14-' '-Jf'~ /:Jf..C 7 Calc'd Q= 8.87 cfs into curb inlet U, - '- ( ---______~:_~~::_~=:_==~~~:_______________~1~!J~__~~_~~~___~~~_~i~____Q~___ //JLiFT r- \7/) ...... ---.... NOf;TH .-J Curb inlet in sump Qcb = 3.087 * Lcb * Hcb ~ 1.5 05-03-2004 10:23:52 Inlet 715 North. (Water depth = 4" local depresion + 5" high opening) Entered inlet length (ft.): 14 Runoff (cfs): 9.8 Computed Hcb=0.38' Qcb= 10.12 cfs For max D= 0.75' L req'd = 4.89' 24" Tift?' v ~ '5,1 L I-/~ '" ,l~' O/: A.?o I I I I I I I I I I I I I I I I I I I ~ ..Jack P. No-ris, RCE CO.......1cinO Civil EnCl'''..... 4CCI1 S Vie Gr-ezJene M.Jr-nece, CA 92562 {!30S) 884-6296 "'- TiX- Project p.,cc... By h Date: S- - 3' -0 4- Sheet ~ of 7 Job 10: I IV LeT (j)r- Sd<JiH) ,,:uP.t ! ;/t.F! : LE<;S cO THPt/.J ~ /, Ll(t=~i .< 4,~1 fD'C,g, OK uN J/ IE Gt. h -:-E /{JLET: k~ (2,-;;- l{..f /'-IF A 15 It i.Y (N.J{'t..(.It=^Jc.C vi t.,~::.. d tAli S Of U I-.JC e I;";D/<-/lu(..icJ J I~ /:.., .. ? (,:) .:.'''' I "/t/R A c, { I q "'I" ' (~ ,C! - ) ~:: o , I' '. -;::'Qx~<q-- 't J, " "" ( - ?.4-Z as o JC:- :;[ II li1 I ('l i' rlpl;;' (s/+/t\b f\ 5 (700) 5Hrl /- '7" (s/.!' '- j ((,;/JI$crr{< f(fE::; - J s 7 fQ v)S6 - 7)' . !-I. '} 30' -z.4-" kef::", <. {,j, , ' F':O X. j64-- 1/". 4,: :, I-Ie. ': (,'2 V(2J f;,)5c (rJ c{)tI.,E !/JLC:i C, e, __Ao, 60 t{.D,( J I tz-- If) ON5((t. 1'6// PV( ) ::-9, f{~) fir" 301f' 00(, tiS' (/'s') ',Ii; ~ /';..v/<; =- ,r2. . J /J.Jrc !;J _;;';'/;";12 //.1L6'( 41, sO 7,6," f/,"t~ > 4/,?o " OK ~ I I , I I I I I I I i I I I I I I I I I I I ~ Client -r:;;:c... Projoc:t fl.C.c.. By: Jft-' Date: ..Jack P. N<:rr-is, RCE Co"...dcing Civil Engin.... 4CXJ 1 S Vie Gr-eziene 1V\.Jr'r"tete. CA 92562 (ECIS) SS4-B296 Job 10 kC C ( 4- - '2.3--04- Sheel 7 01 7 ~ Q= ~.g> uu~ 56" qr ,-f!,.I\Tt:::- /Pf-c T ,'{ - , I I :: '" J 6f\as! K 2.. ~tc,'~, fVG-; ^ (7) CiuG- {~U(' 'I t\J S,$('5 ~ It, ( N/A ) f ~ 4- X 3' : ('Z. / Pe="'R (n> R 6fV, PH) Q/p::: 9,8((2.=- 1~2- FfW,J, 8 pf.. ';"'icl\PH H /It;:"Qp':' fJ. 42 < (S' 0 t::: /9" fifE; >EF L/(F:= 4::,8 w~_ ?R/IJTOuT "e84-t" TG : 4-~()7 a L Me:- B Wf 'PG IfJ5/i-Ei C,~ fiJ/...ET '-~ Streetflow ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Entered Q = 22.2 cfs, So = .005 'I' Street template 6 Half-width = 24' n = .015 2 sides CF = 6" Batter: .25 h/v Gutter width = 24" Hike: 1.5" Lip: .38" Xfall = .02 'I' Q = 11.10 on each side of street. D = 0.531' V = 2.48'/sec. D*V = 1.32 Sf = .00501 Flow area = 8.96 s.f. Flooded width one side = 20.86' Flow exceeds top of curb. Plane of curb face extended up, pkwy ponded. Curb inlet on continuous grade interception, using CBOnGrad.bas To Hwy 79 04-23-2004 12:45:34 Entered Q=22.20 cfs D=0.53' a=0.33' Calc'd L100=39.77' aly=0.62 Entered Lp= 7' ----- Calc'd Lp/L100=0.18 Entered Qp/Q=0.28 Calc'd Q= 6.22 cfs into curb inlet~ To HLV'I 71 II~E. /8" I'lfG _ _ _ _ _ _ _ _ _ ~:== ~:~ _ ~:~ _ :=~~~: _ _~_ _~o..r.. ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _hJ_ ~ _'PQ~L _ _ _~=_~~~ _ __ II.~ .Off b.,~ I II I I , : I I ;1 I I I I I I I ;1 I I I I '. I SUMP OVERFLOW ~ I I I I I I I I I I I I I I I I I I I \,.'Xt ....I-- .. -- 1 . ~if=~~ Z ~ L "T :... ..,,(.~ l.___ ..........i:.___....._ ____e#'" .....~.,.._.... I~ I '-' '- ..^':"\-.~"_":r.-. "~.'f!"-: -':.. ~ ......_~-., I""":"":" '" ........,,;-, ~ I, 'i _ -..~ Z I ,,' -f . ~~ .,I~'1I,. ~'f....:....-I"."'J ". - -."/' ~'. <. m'llll '\ ;t"~0,::' -0:-"- '-"":'" ,'. ~"~,"~,;;,.;;,..,~;....,,,.:l~'" 'I ~", ;'1...",.:,~1 '. ,,' 'L' .. " 'I"'r".....~. ",:;;-- 1 ,:>~ " "'... ~.. '~.I.i':'-'. ',....-.'. .'1:"1 :'1 ~'\' ~. 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"-.- . ~I, ~I .~~~ ""'.- ..-,.- r' I I I, l-\,." 1 \'.... ,.... .}jt~ ;;J,-' "" _. -~"-.. 0 I ,~J.-"'.. ....._Ul ,;I,. _.. _..__.______.__-_-_-....~_ _'[ C . . , .' __ _ ,_:. ,... 1 \" ." _ , '. " '~h ..._..._-----...-........ I , r' "-r ..,.l.~--.-. -.--....-.. _.. --.. ... , .~- -- r ..... .. i_,u- "I . ._@...__,._'-.'.r- -., ~'!'"@ , : ii' i1 'I;~ I!'> "'; '... ..~-~--275~.....-~-...-..-..~~."'.-.-.....;!:; (Jl F j I I .\ .:' ~f;l ... " g :' ~ . f' 1 I \. \ / n . -_.-::r '. S! ... I .:-1 :~, \.1.:- _~....-- g ,en ~... I I I I I I I I I I I I I I I I I I I 11~.< 1m I ~11 I, 'III , III "11,' I i' I: 11 I I I I i II I I I I I I I I I I I I I I RMH RC ver 6.6h Feb 2004 RATIONAL METHOD HYDROLOGY Riverside County (C) Copyright 1999 Jack P. Norris, Tel 909-676-5816, Fax 676-0016 SIN 0 Jack P. Norris, RCE, 40230 Holden Circle, Temecula CA 92591 909-676-5816 File: TEC\RCC\RCCSUMP3.DAT 10 records Runtime: 05-05-2004 11:38 By JPN Work code 8 Job# RCC Page 1 +------------------------------------------------------------------------------ Rancho Community Church site, Hwy 798, Temecula Proposed condition based on today's plans 100-yr overflow from clogged inlets to sump at Rancho Pueblo Rd & R.C.Way +-----------------------------------------------------------------------------+ Schematic diagram. Legend: Node numberl Link text: record number + process name 713 lStre 714 2Stre 715 4Stre 801.1 5Stre 801.2 6Stre 801.3 7Stre 802 9Stre 803 10Va1l 121 ~ I I I I I I I I I I I I I I I I I I I ..-------------------------------------------------------------------. -------------------------------------------------------- Rancho COllunlty Church I Brlogeoort. H.y '9, lelecula 100-yr overlloN Irol clogged inlets in SUIO at Ro. Pueblo Rd & R.C.~ay JPH 5-3-04 1______________________________________________________________________________________________________~_____________________ ! " ' ProJect: recovr,rrv Oage cal;ulateo By: f-, Study Date: 51 31 4 "Olsture ConditionIA"CI: , ,ne"" 'I': f'" 100.0 rear Storm 1 hour raInfall: 1.30 (Irl.! Int€nslt~. Sicoe : -;.:50 :iiJiilitiiiillilltiiiiltlltttii RAT ION A L r. Y D R 0 L 0 ~ ~ :Station/: 5011 Iyoe :Oevel,: Area: I ' C :l Ele.: Q Q :Polnt No.: H,t,C,0 :iyoe :IA:res,J,ln/h, ;lsut;:Tc~a~ ,~':n1 P liE R ! : 1 E :Slooe:Se::~on: ~ C G SlllllliJiilJJJillllliJJIJl': H',.'aral,!ll~S : ~ C'E ~:. ,l: r.., m: i" , i:!: fie :!!~ '_________,________________,______,_______,____,______,------ -----,------ ! 1 1 ", . , , , '-------,---- ----- .---------------, . , :---'jiT: .--------------- :__u.. :------.:.--- :--.--.. ..---- '___u' .j, , 715.00: 715.00: ... -, , I . ~ --- - -- --- -- :v:er Data Entry; 1- "f.8.P..t':_.!tl~\!'!, .... R".... ' 1:.3:---------------: C.I001: COIO C-1001: COil U:3,1l:O.885S: o.9:3,1l:0.8855: 0,0: 0.0: ., ~'_ _____ '_____ -...., , ,-------,---- ----,----, , , , ' i_________:_____________n_:______:_______'____,_n___'______;_____ 9.B4:C'.OOl:Stree:: 1.1, 12C; I.E:-----: Qa~'~: 10.30 48,0 ,ide street an:0.5 r:o, h'::!.5: flow to ~t.' ~dtn C:--BrK: 1:.0, lx-fail: 0,0208 O~-f~ll: 0.C::~ 801.10: C-I00t: COlm 0.3:2.:9:0.8845: 42.4: O.E:------,-----:-------:----:---- ---- 14.1:---------------: '_________:___________n___'____n:___u__'____'______:______;_____: 10.61:0.00;~Street :.C: 120: :.C,-----: oavg: 11.0: 48.0 wIde street : ,J~:O.4 Flow nw::7.:: 110' to ot.1 ,dtn Ctr.~',: 12,0: I,.lall: 0,0200 O,-tall: 0,0:00 801.20: C-IOO\: Con' 0.7:2.75:0.8840; 42.0: 1.7:--n--'----- -------'---- 1:.1;---------------: '---------:----------------:------:------- ----'------'------:-----: 1:.33:0.002:Street :.5: 450: :.t:-----: Qavg: 14.13 , ,n:0,4 FloN n,:15,9: I,.tall' 0.0200 Ox.tal1: 0.0200 ---- ---- ---- 1~.7:-----.---------: 48.0 ,iae street flow to or.. : Wdtr. Ctr-~~":: 12.0: 801.30: C-I00'; Calm 1.2:2.54:0.8528: 35.6: 2.8:------,-----,------- '---------: ----------------, ------: -------, ----; ___h_' ------: _un: 15.09: -:. 00~: Street :,7: 2,5: l.~:-----' aavQ: 16.09 , , ~8.v w.ae s:ree: J~::.~ ~iu. n.:li.:: flow to Pt.. ~d:h Ctr-Brk: ::.0: la-fall: 0.0200 Ok-fall: 0.0200 80:.00: C-100%: Comm 0.i::.4::~,::::: !t,^' ~'------ ----- ------- ---- ---- ::.~:---------------: 802.00' C.JOOI: CO.. 5,::2,42:0.66,1: 0.0: 10.'>---........,....-..:.........:---.: 1'.4.......---..----: '__n_____'________________,______ -------'----;------'---~--'-----: ~;.:::0.0c.::Str!!e~ :.:: 2:J: 4.1:----- aavg: 30.94 4E.O wide street 00:0.5 Flow h~:22.1: 710w ro ct.: Wdtn .:,-:~~: ., ,,'-~j:~: ':'.:'2,)(, ~.^-fall: ~.O~OO ; 803.00: (-100%: Comrn 2.e:2.1:~O.8806: 31.(0: :.4:------ ----- ------- ,--__,n--: 23.6:---------------: 121.00: Imorovea channel travel time : 32.SQ:J.OIC:o= .,0: 2BC: l.!:-----:n: 0.02 dn: 0.4: : 24,8:l1:50,0 Rl:50.0; 111.00: (-100%: Coma; 1.8::.11:0.8801: 28.1: ~;,~:--_._----------: '- - - ------ ,---~--- - -.- -- --- ,------ ,----- -- ----, ------ --- -- - ' - -- -. Total $tudy area : rAe., :ea~ f!D~ ,at~ 2:.13E : CFS! , , , , ----- ---------------, :---------:----------------, , ." ------ ----~-- ---- ------ ------ ----- , , , :_________:________________:______ -______1___- ______ ______ _____ VerSIon 3.2 Cooyrlght lei CIV!lCAOD/CIVllDESI"~. I": ,-------------------------------------------------------------------------------------------------------------------------~-~ , . ':So I I I I I I I I I I I I I I I I I I I I I RMH RC ver 6.6h Feb 2004 RATIONAL METHOD HYDROLOGY Riverside County . (C) Copyright 1999 Jack P. Norris, Tel 909-676-5816, Fax 676-0016 SIN 0 Jack P. Norris, RCE, 40230 Holden Circle, Temecula CA 92591 909-676-5816 File: TEC\RCC\SANTORO.DAT 19 records Runtime: 05-05-2004 11:32 Page 1 By JPN Work code 8 Job# RCC-1 +-----------------------------------------------------------------------------+ Rancho Community Church, Hwy 79 S., Temecula Entire tributary area to existing RCB @ Jed Smith Rd. & Hwy 79. Reference study of RCC property drainage area dated April 2004 +-----------------------------------------------------------------------------+ Schematic diagram. Legend: Node number only. Streams: 2 101 201 Fl?ol"1 kcC CAMPuS I 102 I 103 I 104 I 105 I 106 I 107 I 108 I 109 I 110 I 111 I 112 I 113 I 114 I 115 I 116 I 191 <----' '5~ ~,-I --_.__..~._._-,"'.< =1'. -".~- --- - = ,',-~::':'-~"~-; - -_..~..'--_.. ~ ---..------- '-"-'- ._......._.. - .--------- ~ --- ~ ___ n..._ ~I"':~" ~., --'-:--- -~...._- ~~~-- il~ ",C1. . ~~ .. ..... ~::i:-- "7:-.--_ - ~~I =1 ~"-I ~I :";I~ r=1 u ...... .~":, ....- ~~I~ ---,----"'. "'~'I ~--_.~~ .~. --- ~. ;.'-- -... ~-I l!g · I'" I~~I~;;. _.~---- -_..._--_.._.~,_."_._.._----_._. - --, -_.,.--.._--~- _.~.__._-_._- ----,- --.. -~..~_.__..._.,~- ..- '-=:~'_~~.,_~~::..~__;~-::-7:;':~..;..':~-?,~c-;-~--'- -c:...:...- _.,...;._ ..............."tM;-i..'.y.............D..RJ\n'.'.< ....U.'.... ...l....I.C.. .S..' _,_.~ n, __..._ __ __ ....._ _,_.. .. .. ,'-- ...,~- - -... --.. ..~. ".. -.- ... ,. .. - .. .. .. -. .... .___.____ _...___ ...... ___ .. .., no. .. ,.'c--', ...::"..::: ", -- .. : --.,-- -, ,,'- -:- - c- ... _ ,",.- 1 - -.. "--- .. -- ....,. -. {~.:?:,-:;",:1~-~~: __-~;~~;;_-~~_o.,,;:>-,. :""'-::--::::_"C;~:;:;::~:":::-:'~_-: _._ .---.--... -'" _.._~-_.'-' "~~ ~ ..._----~._- ___'''U___'.' _~ =--:.;. II R.ncho COllunity Church JPH 6-22-0. 12 El. RCB und.r Hwy 79 I J.d Slith Rd t upstr... ch....l T3 low.r.d to .cc.pt RCC ch....I. St.tions p.r line A. SO 774.00 7.22 I 11.30 R 798.00 7..0 I ,Ota JX 800.00 7..2 1 6 .01. R 899.00 8.16 1 ,Ota JX 902.00 8.IB 1 7 .Ota 22.3 R 937.00 8.44 I .Ota JX 939.00 US 1 6 .014 15.0 R 940.00 8..6 I .01. WE 940.00 8..6 I .800 15 962.00 8.65 2 .030 IS 1020.00 9.16 3 .030 JX 10.0,00 10.32 3 8 .030 2S8.2 R 1080.00 12.66 3 .030 R 1090.00 13.50 3 .01. T5 1100.00 16.92. .01. TS 110..00 17.00 5 .01. R 1195.00 19.00 5 ,Ota 5H 1195.00 19.00 5 CO 1 3 1 .01 5.00 CO 2 1 0 .00 7,00 CO 3 1 0 .00 8.00 CO . I 0 .00 1.00 CO 5 1 0 .00 2.00 CD 6 . 0 ,0 1.0 CO 7 . 0 ,0 3.0 CD 8 1 0 .0 6.0 o 595.0.0. I I I I I I I, I I I I I I I I I I I I I 3.3 20.00 ,00 .00 1..00 2.00 2.00 10,00 2,00 1.00 10,00 6.00 6.00 10.0010.0010.00 ..0 3.0 3.0 8.91 9.17 9.96 ;CC~C!. wsF .00 .00 0 88.00 .00 .00 0 88.00 .00 .00 0 .5,00 .00 .5.00 0 .00 UO 25.0 100.00 .00 20.00 .00 .00 .00 .00 .00 .00 ~1J I I I II I I I I I, I I I I I I I I I I FOsIsP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE File: rccrcb.wsp Study Date: 7-26- 4 The: 12:57: 8 CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV 1(1) 1(2) 1(3) 1(4) 1(5) 1(.) Y(7) 1(8) 1(9) 1(10) COOE NO TIPE PIERS WIOTH OIANETER WIDTH DROP CO 1 3 1 .01 5.00 20.00 .00 .00 .00 CO 2 1 0 .00 7.00 14,00 2.00 2,00 .00 CO 3 1 0 .00 8.00 10.00 Z.OO 2.00 ,00 CO 4 1 0 .00 1.00 10.00 6,00 ..00 .00 CO 5 I 0 .00 2.00 10.00 10.00 10.00 .00 CO . 4 2.00 CO 7 4 3.00 CO 8 1 0 .00 6.00 4.00 3.00 3.00 .00 HEADING LINE NO 1 IS - HEAOIHG LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 I 5 P WATER SURFACE PROFILE - TITLE CARD LISTING Rancho Co..unity Church lPN .-22-04 El. RCB under H,y 79 t led s.ith Rd + upstrea. channel io,ered to accept RCC channel, Stations per Line A, PAGE NO 1 '5"" I I , I I I I I I I I I I I I I I I I F 0 5 1 5 P WATER SURFACE PROFILE - ELEHENT CARD LISTING ElENENT NO 1 IS A 5YSTEN OUTLET , , , U/5 DATA STATION INVERT SECT 774.00 7.22 1 ELENENT NO 2 IS A REACH , , , U/5 DATA STATION INVERT SECT N 798.00 7.40 I .014 ELEHENT NO 3 IS A JUNCTION , , , , U/S DATA STATION INVERT SECT LAT-l LAT-2 N 800.00 7.42 1 6 0 ,014 ELEHENT NO 4 IS A REACH , , , U/S DATA STATION INVERT SECT N 899.00 8.16 1 ,014 ELEHENT NO 5 IS A JUNCTION , , , , U/S DATA STATION INVERT SECT LAT-l LAT-2 N 902.00 8.18 I 7 0 ,014 ELEHENT NO 6 IS A REACH , , , U/S DATA STATION INVERT SECT N 937,00 8,44 1 ,014 ElEHENT NO 7 IS A JUNCTION , , , , U/S OATA STATION INVERT SECT LAT-l LAT-2 N 939.00 8.45 1 6 0 .014 ELEHENT NO 8 IS A REACH , , , U/S OATA STATION INVERT SECT N 940.00 8,46 I .014 ELEHENT NO 9 IS A WALL ENTRANCE , U/5 DATA STATION INVERT SECT FP 940.00 8.46 1 ,800 ELEHENT NO 10 IS A T~ANSITION , , , U/S DATA STATION INVERT SECT N 962.00 8.65 2 .030 ELEHENT NO II IS A TRANSITION , , U/5 DATA STATION INVERT SECT N 1020.00 9.16 1 .030 , 03 3.3 , 03 22.3 , 03 15.0 PAGE NO 2 W S ELEV 11.30 RADIUS ANGLE ANG PT HAN H .00 .00 .00 0 , , 04 INVERT-3 INVERT-4 PHI 3 PHI 4 .0 8.91 .00 88.00 .00 RADIUS ANGLE ANG PT HAN H .00 .00 ,00 0 , , 04 INVERT-3 INVERT-4 PHI 3 PHI 4 .0 9.17 .00 88,00 .00 RADIUS ANGLE ANG PT HAN H ,00 ,00 ,00 0 , , 04 INVERT-3 INVERT-4 PHI 3 PHI 4 .0 9.96 .00 45.00 ,00 RADIUS ANGLE ANG PT HAN H ,00 .00 45.00 0 ~ I I I I I I I I I I I I I I I I I I I F 0 S 1 S P WATER SURFACE PROFILE - ELENENT CARO LISTING ELENENT NO 12 IS A JUNCTION . . . . U/S OATA STATION INVERT SECT LAT-I LAT-2 N 10.0.00 10.32 3 8 0 .030 ELENENT NO 13 IS A REACH . . . U/S DATA STATION INVERT SECT N 1080.00 12.66 3 ,030 ELEMENT NO I. IS A REACH . . . U/S OATA STATION INVERT SECT N 1090.00 13.50 3 .OU ELEMENT NO IS IS A TRANSITION . . . U/S DATA STATION INVERT SECT N 1100.00 16.92 . .Oll ELEMENT NO 16 IS A TRANSITION . . . U/S DATA STATION INVERT SECT N 110..00 17.00 5 .OU ELENENT NO 17 IS A REACH . . . U/S DATA STAlION INVERT SECT N t19S .00 19.00 5 .OU ELEMENT NO 18 IS A SYSTEN HEAOWORKS . U/S DATA STATION INVERT SECT t19S.00 19.00 S PAGE NO 3 . . . 03 o. INVERT-3 INVERT-I PH! 3 PHIl 258.2 .0 9.10 .00 2S.00 .00 RADIUS ANGLE ANS PT HAN H 100,00 ,00 ,00 C RADIUS ANGLE ANS PT NAN H .00 .00 .00 0 RADIUS ANSLE ANS PT NAN H .00 .00 .00 0 . W SELEV 20.00 1co I FOSISP CD Y... 4.0 PAGE WATER SURfACE PROFILE LISTING FiI.: rccrcb.YSP Study D.t.: 7-26- 4 Tile: 12:S7: 8 I R.ncho COllunity Church lPN 6-22-04 El. RCB under Hoy 79 t Jed S.ith Rd t upstre.. ch.nne! looered to accept RCC channel. Stations per Line A. STATION INYERT DEPTH Y.S. 0 VEL YEL ENERGY SUPER CR ITI tAL HGTI BASEl IL NO AVBPR I ELEV OF FLOW HEY HEAD GRD .EL. ELEY DEPTH DIA 10 NO, PIER LIELEN SO SF AVE HF NORN DEPTH IR "111111111111111111111111'111111111111111111111111111IIIII.%IIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIII11'11111111111111111111 I 774.00 7.22 3.330 10.S50 893.8 13.43 2.800 13.350 .00 3.960 5.00 20.00 .00 0.0 24.00 .00750 .006238 .15 3.140 ,00 I 798.00 7.40 3.376 10.776 893.8 13.24 2.723 13.500 .00 3.960 5.00 20.00 .00 0.0 JUNCT STR .01000 ,006227 .01 ,00 I 800.00 7.42 3,325 10.745 890,5 13.40 2.787 13.532 .00 3.951 5.00 20.00 .00 0.0 43.18 .00747 .006088 ,26 3.135 .00 I 843,18 7.74 3.424 11.167 B90.5 13.01 2.629 13.795 .00 3.951 5.00 20.00 .00 0.0 35,95 .00747 .00S476 .20 3.13S ,00 I 879,14 8.01 3.591 11 ,602 B90.5 12,41 2.390 13,992 .00 3.951 5.00 20.00 ,00 0.0 I 15.68 ,00747 .004798 .OB 3.135 ,00 894.82 8.13 3,766 11 ,895 890.5 11.B3 2.172 14.067 ,00 3,951 5.00 20,00 .00 0.0 I 4.18 .00747 ,004205 .02 3,135 .00 899.00 8,16 3.9S1 12.111 890.5 11.27 1.974 14 ,085 .00 3.951 S.OO 20.00 .00 0.0 I JUNeT STR ,00667 .003t83 ,01 .00 902.00 B.18 U21 12,801 86B.2 9,40 1.371 14,173 ,00 3.885 5.00 20.00 .00 0.0 I 16.16 .00743 ,002606 .04 3.086 ,00 918,16 8,30 4.40. 12.70. 868,2 9.B6 1.509 14.215 ,00 3.885 5.00 20.00 .00 0,0 I 12,14 ,00743 ,002965 .04 3,086 .00 I 930,30 B.39 4.201 12,592 86B.2 10.34 1.659 14.251 ,00 3,8B5 5,00 20.00 .00 0.0 I 6.70 .00743 .003348 .02 3.086 ,00 937,00 8.44 4.029 12,469 B68.2 10.78 I.B04 14,273 ,00 3.885 5,00 20.00 .00 0.0 I JUNCT STR .00500 .003101 .01 .00 I I - I I ~"\. I FOS1SP to Vors 4.0 PAGE . YATER SURFACE PROFILE LISTING file: rccrcb.YSP Study Date: 7-26- 4 Ti.,: 12:57: 8 I Rancho COllunity Church IPH 6-22-04 El, RCB und,r HlY 79 lIed S.ith Rd t upstrea. channel IOlered to accept RCC channel. Stations per Line A, STATIOH INVERT DEPTH Y.S, Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVSPR I ELEV OF FLOY ELEV HEAD GRO,EL. ELEV DEPTH OIA 10 NO, PIER L/ELEH SO SF AVE HF NORN DEPTH ZR 1111111111111111111111111'111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I 939.00 8.45 4.416 12,866 853.2 9.67 1.451 lU16 .00 3.840 5.00 20,00 .00 0.0 1.00 .01000 ,002680 0.00 2.746 .00 I 940.00 8,46 4.395 12.855 853.2 9.71 1.465 14.319 .00 3.840 5.00 20.00 .00 0,0 YALL ENTRANCE ,00 I 940.00 8,46 4.404 12,864 853.2 9.69 1.457 14.321 .00 3.83B 5.00 20.00 ,00 0 ,0 TRAN5 STR ,00864 .006157 .14 .00 I 962.00 8.65 5.165 13.815 853.2 6.79 .716 lUll .00 3,996 7,00 14.D0 2.00 0 ,0 I TRANS 5TR .00879 2.00 1020,00 9.16 3.811 12.971 853.2 12.70 2.506 15.477 .00 U15 8.00 10.00 2.00 0 ,0 I IUNC! 5TR ,05800 .060353 1.21 2.00 1040,00 10,32 2.043 12.363 595,0 20.68 6.639 19.002 3.14 3.722 8.00 10,00 2.00 0 .0 I 2,87 ,05850 .102734 ,29 2.370 2,00 1042.87 10.49 2.026 12.513 595.0 20,90 6,785 19,298 3.19 3./22 8.00 10,00 2.00 0 ,0 I 11.32 ,05850 ,111899 1.27 2.370 2.00 10SU9 11.15 1.952 13,102 595.0 21.92 7.464 20.566 3.46 3.722 8,00 10.00 2.00 0 .0 I 9.b9 .05850 ,128167 1.24 2,370 2,00 1063.88 11.72 1.880 13.597 595.0 22.99 8.210 21.807 3.74 3.722 8,00 10.00 2.00 0 .0 I 8,51 .05850 .146849 1.25 2,370 2.00 1072.39 12,21 1.811 14.026 595.0 2U2 9.031 23.057 4.D5 3,/22 8.00 10.00 2,00 0 .0 I 7,61 .05850 ,168309 1.28 2.370 2.00 1080.00 12.66 1.744 14.404 595.0 25.29 9,934 24.338 .00 3./22 8.00 10.00 2.00 0 .0 I 10,00 .08400 ,037775 ,38 1.409 2,00 I I I I ?t I FOSISP CD V.rs 4.0 PAGE 3 WATER SURFACE PROFILE LISTING Fil.: rccrcb.WSP Stud, Oat.: 7-26- 4 Tile: 12:S7: 8 I Rancho COllunity Church JPH 6-22-04 El. RCB under H., 79 . led Slith Rd t upstreal channel lo.ered to .eeept RCC channel. St.tions per LiDe A, STATlOH INVERT DEPTH W.S. Q YEL VEL ENER6Y 5UPER CRITICAL H6T! BASE! ZL NO AV8PR I ELEY OF FLOW ELEY HEAD 6RD.EL, ELEY DEPTH OlA 10 NO, PIER L!ELEN 50 SF AYE HF NORN DEPTH ZR 1111111111111111111111111111111111111111111111111'1111111111111111111111111111111111111111111111111111111111IllJlltllllllltlllllltl I 1090.00 13.50 1.780 15.280 595.0 24.66 9.441 24.721 .00 3.722 8.00 10.00 2.00 0 .0 TRAN5 5TR .34200 .038018 .38 2,00 I 1100.00 16.92 1.487 18.407 595.0 21.15 6,948 25,355 ,00 2,887 1.00 10.00 6,00 0 .0 TRAN5 5TR .02000 .049078 .20 6,00 I 1104.00 17.00 1.223 18.223 595.0 21.88 7.430 25.654 .00 2.492 2,00 10.00 uu 0 .0 7.98 .02198 ,060285 ,48 1.538 un I 1111.98 17.18 1.206 18.382 595.0 22.35 7.758 26.140 .00 2.492 2.00 10,00 IUI 0 .0 16.65 ,02198 .066354 1.11 1.538 ntl I 1128.63 17.54 1.170 18.711 595.0 23.44 8.533 27.245 .00 2.492 2.00 10.00 un 0 .0 I 15,26 .02198 .075558 1.15 1.538 Ult 1143.89 17.88 1.134 1 9.011 595.0 24.59 9.387 28.398 .00 2.492 2.00 10.00 uu 0 ,0 I 14,11 .02198 .086049 1.21 1.538 Uti ll58.00 18.19 1.099 19,286 595.0 25.79 10,325 29.611 .00 2.492 2.00 10,00 uu 0 ,0 I 13 ,13 .02198 ,098010 1.29 1.538 nlS 1171.13 18.48 1.065 19.541 595,0 27,05 11 ,358 30,899 ,00 2.492 2.00 10.00 uu 0 .0 I 12.30 .02198 ,111648 1.37 1.538 un 1183,43 18.75 1.032 19,778 595,0 28.37 12.494 32.272 .00 2,492 2,00 10,00 un 0 .0 I 11 ,57 ,02198 .127201 1.47 1.538 nu 1195,00 19.00 1.000 20.000 595.0 29,75 13.743 33,743 ,00 2.492 2.00 10,00 un 0 ,0 I I I I I I I 9\ I I I I I I I I I I I I I I I I I I I LINE A (pO I 11 Raneno Co..unlty enuTen / 8rlageport Line A 12 Ultil.te 100-yr file RCI3, '<)5 f 13 by ]PH 7-23-04 I 50 1020. 9.16 1 13.00 R 1093. 9.82 I .030 R 1103. 13.22 1 .014 ,00 .00 0 R 1107, 13.24 1 .014 I R 1115. 13.28 1 .014 R 1135, 13.38 1 .030 100, 11. R 1242. 13.92 I .030 13.00 .00 0 R 1268. 14.05 1 .030 100. 15. I 15 1354. IU8 2 .030 R 1357, 15,60 2 .030 ]X 1377. 15.76 2 .014 1.4 16.2 90, 15 1397, 15,86 3 .03 I R 1417. 15.96 3 .030 40.0 58. lX 1419, 15,97 3 4 .030 20,5 19,00 85.00 R 1m. 16,06 3 .03 40, 30. I R 1800.00 17,87 3 .030 ,00 R 1858.00 18,16 3 .030 45,00 74, lX 1937.00 18,63 3 5 ,030 5.7 25.00 90.00 R 2191.00 19,83 3 .030 ,00 I lX 2232.00 20.03 3 6 ,030 9,3 24.00 90.00 R 2482.00 21.28 3 .030 ,00 lX 2522.00 21.48 3 6 ,030 7,0 26,00 90.00 R 2780, 22.77 3 .03 I lX 2782, 22.78 311 ,03 4.7 28,0 90. R 2967.00 23.81 3 ,030 ,00 lX 2997,00 23,86 3 4 ,030 40.7 28,00 90.00 I R 3042.00 24.35 3, .030 .00 WX 3042.00 2U5 7 R 3412, 26.42 7 .013 lX 3413. 26,43 716 ,013 3.8 28.55 90, I R 3494,00 26.88 7 ,013 .00 .00 0 lX 3500,00 27,13 6 11 .014 9,5 28,20 45,00 R 3672, 28.1 8 .013 lX 3674, 26.11 8 11 ,014 U 29,6 60. I R 3848, 29.08 8 .013 lX 3849, 29,09 8 16 ,013 1.1 31.08 90, R 3979,00 29,82 6 .013 .00 .00 0 lX 3984,00 29.85 6 11 ,014 7.4 30.60 45,00 I R 4151, 30.78 6 ,013 ]X 4153. 30,79 8 11 .014 7.5 32.28 60, R ,4402.00 32.16 6 .014 .00 .00 0 lX 4412.00 32.68 9 10 ,014 39.3 33.30 45,00 I R 4499.00 33,:7 9 ,014 .00 .00 0 lX ! 4501,00 33.16 9 11 .014 17,9 34,43 45,00 R 4858.00 36,50 9 .014 ,00 ,00 0 I lX 4862.00 36.75 12 11 .014 10.7 36,80 45,00 R 5222,5 39,06 12 .013 lX 5224, 39.07 12 16 .013 5.3 40,13 45. R 5388,5 40.11 12 ,013 I lX 5390, 40,13 12 16 ,013 0,5 42.42 45, R 5462.00 40,60 12 ,013 .00 ,00 0 WE 5462,00 40,60 13 .100 lX 5461.00 42,00 13 13 ,014 97.1 47.20 90,00 I WX 5482.00 42.00 14 R 5553,0 46,1 14 15 5558,0 46.2 3 I 5H 5558,00 46.20 3 47.70 CO 1 1 0 ,00 7,00 4,003.003.00 .00 CO i2 1 0 ,00 3,00 10,00 5,00 5,00 .00 CO 3 1 0 ,00 5,00 4.00 2.00 2.00 .00 I co 4 2 0 .00 ,50 2.00 ,00 ,00 .00 CD 5 1 0 .00 1.00 80.00 5.00 5.00 .00 CO 6 1 0 .00 1.00 40,00 5.00 5.00 .00 I to\ I I I I I I I I I I I I I I I I I I I CO / . 0 .00 CO 8 . 0 .00 CD 9 4 0 .00 CO 10. 0 .00 CD 11 4 0 .00 CD 12 . 0 .00 CD 13 3 0 ,00 CD 14 . 0 .0 CD 15 3 0 .0 CD 16 4 0 .0 o 20,/ o 19.1 5.25 5.00 4.50 3.00 2.00 US 5.0 2.5 5,0 1.5 .0 .9 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 ,DO .00 .00 .00 .00 .00 ,00 .00 .00 .00 US .0 .0 .0 .0 .0 ,0 .0 5.5 ,0 ,0 ,0 ,0 .0 .0 ,0 <;1/ I I I I I I I I I I I I I I I I I I I f051SP WATER 5URfACE PROfILE - CHANNEL DEfINITION LISTING PAGE file: rc13.m 5tudy Date: 7-23- 4 Tioe: 13:24:59 CARD SECT CHN NO Of AVE PIER HEIGHT 1 BASE IL IR INV Y(1) Y(2) Y(3) Y(4) 1(5) 1(6) I( 7) YI81 11;: YI:C} CODE NO TYPE PIERS WIDTH o IANETER WIDTH DROP CO 1 1 0 .00 7.00 4,00 3.00 3.00 .00 CO 2 1 0 .00 3.00 10.00 5.00 5.00 .00 CO 3 1 0 ,00 5.00 4.00 2.00 2.00 .00 CO 4 2 0 .00 .50 2,00 .00 CO 5 1 0 .00 1.00 80.00 5.00 5.00 ,00 CO 6 1 0 .00 1.00 40,00 5.00 5,00 .00 CO 7 4 5.25 CO 8 4 5,00 CO 9 4 4.50 CO 10 4 3,00 CO 11 4 2.00 CO 12 4 1.25 CO 13 3 0 .00 5.00 US .00 .00 ,00 CD 14 4 2,50 CO 15 3 0 .00 5.00 5,50 ,00 .00 .00 CD 16 4 1.50 f 0 5 1 5 P PAGE NO 1 WATER SURfACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 II - Rancho COllunity Church / Bridgeport Line A HEADING LINE NO 2 II - U] tillte 100-yr file RC13 HEADING lINE NO 3 II - by lPN 7-23-04 tg~ I F 0 5 1 5 P PAGE HO . WATER SURFACE PROFILE - ELENENT CARD LISTING ELENENT NO 1 IS A SYSTEN OUTLET . . . I U/S DATA STATION INVERT SECT W S ELEV 1020.00 9.16 1 13,00 ELENENT NO 2 IS A REACH . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT !ANH I 1093.00 9.81 1 ,030 ,00 .00 .00 , ELENE NT NO 3 IS A REACH . . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 1103.00 13.22 1 .014 ,00 ,DO ,00 0 I ELENENT NO ' 4 IS A REACH . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 1107.00 t3.24 1 ,014 .00 ,00 ,00 0 I ELENENT NO 5 IS A REACH . . . U/S DATA STATION INVERT SECT N RAOIUS ANGLE ANG PT NAN H 1115.00 13.28 1 .014 .00 .00 .00 0 ElENENT NO 6 IS A REACH . . . I U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 1135.00 13.38 1 .030 100.00 11.00 ,00 0 ELEHENT NO 7 IS A REACH , . , U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H I t241.00 13,91 1 .030 .00 13.00 ,00 0 ELEHENT NO 8 IS A REACH . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN N 1268.00 14.05 1 ,030 100.00 15.00 ,00 0 I ELEHENT NO 9 IS A TRANSITION . . U/S DATA STATION INVERT SECT N 1354.00 14.48 1 ,030 I ELEHENT NO 10 IS A RfACH . . , U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 1357,00 15.60 2 ,030 .00 ,00 ,00 0 ElEHENT NO 11 IS A JUNCTION . , , , I U/S DATA STATION INVERT SECT LAT-l LAT-l N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1377 .00 15.76 2 0 0 ,014 1.4 .0 18.10 ,00 90,00 .00 ELENENT NO 11 IS A TRANSITION . U/S DATA STATION INVERT SECT N I 1397.00 15,86 3 ,030 I I I I I I I I CpA. I I I I I I I I I I I I I I I I I I I F 0 5 1 5 P PAGE NO UATER SURFACE PROFILE - ELEHEHT CARD LISTING ELmNT NO 13 IS A REACH . . . UtS DATA STATION INVERT SECT N RADIUS ANGL, ANa O. !'IAN I, H17.00 t5.96 3 ,030 '0.00 S8.00 .00 : ELEHENT NO 14 IS A JUNCTION . . , . Ut5 DATA STATION INVERT SECT LAT-l LAT-2 N 03 O. INVERT-3 INVERT-, PHI 3 PHI' 1419.00 15.97 3 . 0 .030 20.5 ,0 19,00 .00 85.00 .OC ELEHENT NO 15 IS A REACH . . UtS DATA STATION INVERT SECT N RADIUS ANGLE ANi PT HAN H 1.36.00 16.06 3 ,030 .0.00 30.00 ,00 0 ELEHENT NO 16 IS A REACH . . . Ut5 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 1800.00 17.87 3 .030 .00 .00 .00 0 ELEHENT NO 17 IS A REACH . . Ut5 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 1858.00 18.16 3 .030 .5.00 74.00 .00 0 ELEHENT NO 18 IS A JUNCTION . , . . , Ut5 DATA STATION INVERT SECT LAT-l LAT-2 N 03 O. INYERT-3 INYERT-, PHI 3 PHI . 1937.00 18.63 3 5 0 ,030 5.7 .0 25.00 .00 90.00 ,00 ELENENT NO 19 IS A REACH . UtS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT NAN H 2192,00 19.83 3 .030 ,00 ,00 .00 0 ELEHENT NO 20 IS A JUNCTION . . UtS DATA STATION INVERT SECT LAT-l LAT-2 N 03 0' INYERT-) INYERT-' PHI) PHI , 2232.00 20,03 3 6 0 ,030 9,3 ,0 2'.00 ,00 90.00 ,00 ELEHENT NO 21 IS A REACH . . UtS DATA STATION INVERT SECT N RADIUS AHGLE ANG PT NAN H 2482.00 21.28 3 ,030 ,00 .00 ,00 0 ElEHENT NO 22 IS A J1INCllON . . . , . UtS DATA STATION INYERT SECT LAT-l LAT-2 N 03 O. INVERT-) INYERT-. PHI 3 PHI . 2522.00 21.48 3 6 0 .030 7.0 .0 26,00 ,00 90,00 .00 fe~ I I I I I I I I I I I I I F 0 5 I 5 P PAGE NO , WATER SURFACE PROFILE - ELEHENT CARD LISTING ELEMENT NO 23 IS A REACH . . UIS DATA STATION INVERT SECT N RADIUS ANGi..E AN6 ~T ~AN H 2780.00 22,7] 3 ,030 ,DC .00 .OC ELEHENT NO 24 IS A JUNCTION . . . . UIS DATA STATION INVERT SECT LAT-l LAT-2 N 03 04 INVERT-3 INVERT-' PHI3 PHi , 2782.00 22.78 3 II 0 .030 4.7 ,0 18.00 .00 90.00 .00 ELENENT NO 15 IS A REACH UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 2987.00 23.81 3 .030 ,00 ,00 .00 0 ELEHENT NO 26 IS A JUNCTION . . , , . UIS DATA STATION INVERT SECT LAT-I LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 2997.00 23.86 3 4 0 ,030 40,7 .0 28,00 .00 90.00 ,00 ELEHENT NO 27 IS A REACH . UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 3042.00 24,35 3 .030 ,00 .00 .00 0 ELEMENT NO 28 IS A WALL EXIT . UIS DATA STATION INVERT SECT 3042.00 24.35 7 ELEHENT NO 19 15 A REACH , . . UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 3412.00 26,42 7 .013 ,00 ,00 .00 0 ELEMENT NO 30 15 A JUNCTION . . . . . . UIS DATA STATION INVERT SECT LAT-I LAT-l N 03 04 INVERT-3 INVERT-. PHI 3 PHI 4 3413,00 26,43 7 16 0 ,013 3,8 ,0 18.55 ,00 90.00 .00 ELEMENT NO 31 IS A REACH . UIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 3494 .00 26.88 7 .013 .00 ,00 .00 0 ELEHENT NO 32 IS A JUNCTION . . . . . UIS DATA STATION INVERT SECT LAT-l LAT-l N 03 0' INVERT-3 INVERT-' PHI 3 PHI 4 3500,00 27,13 8 II 0 .014 9.S .0 18,10 ,00 45,00 .00 I I I I I I tIo I F 0,5 I 5 P PASE NO WATER SURFACE PROFILE - EL~ENT CARD LISTING ELENENT NO 33 15 A REACH . . . I U/s DATA STATION INYERT SECT N RADIUS ANG" AN6 ~T MSH 36]2.00 28.10 8 .013 ,00 .00 .00 ; ELENENT NO 34 15 A JUNCTION . . . . . . . U/S DATA STATION INYERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI . I 36]4,00 28,11 8 11 0 ,014 U .0 29.60 .00 60.0C ,DO ELENENT NO 35 IS A REACH . . . U/S DATA STATION INYERT SECT N RADIUS ANGLE ANG PT NAN H I 3848.00 29.08 8 .013 .00 ,00 ,00 C ELENENT NO 36 IS A JUNCTION . . . . , , U/S OATA STATION INYERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-' PHI 3 PHI . 3849.00 29.09 8 16 0 .013 I.l ,0 31.08 .00 90.00 .00 I ELENENT NO 3] IS A REACH , . . U/S DATA STATION INYERT SECT N RADIUS ANGLE ANG PT NAN H 39]9.00 29.82 8 .013 ,00 .00 .00 0 ELENENT NO 38 IS A JUNCTION . . . . . I U/S DATA STATION INYERT SECT LAT-I LAT-2 N 03 04 INYERT-3 INYERT-4 PHI 3 PHI 4 3984,00 29.85 8 11 0 .014 ].4 .0 30.80 ,00 45.00 .00 ELENENT NO 39 IS A REACH . . . U/s DATA STATION INYERT SECT N RADIUS ANGLE ANG PT NAN H I 4151.00 30.]8 8 ,013 ,00 .00 ,00 0 ELENENT NO 40 15 A JUNCTION . . . . . . U/s DATA STATION INYERT SECT LAT-l LAT-2 N 03 04 INYERT-3 INVERT-4 PHI 3 PHI , I 4153.00 30.]9 8 11 0 .014 ].5 .0 32.28 .00 60.00 ,00 ELEHENT NO 41 IS A REACH . . . U/s DATA STATION INYERT SECT N RADIUS ANGLE ANG PT NAN H 4402.00 32,18 8 ,014 ,00 .00 .00 0 I ELEHENT NO 42 IS A JlINCTlON . . . . . . U/S OATA STATION INYERT SECT lAT-I lAT-2 N 03 04 INYERT-3 INYERT-4 PHI 3 PHI 4 4412.00 32.68 9 10 0 ,014 39,3 ,0 33.30 ,00 4S.00 .00 I I I I I I I I I (q'\ I II I I I I I I I I I I I I I I I I I I F 0 5 1 5 P WATER SURFACE PROFILE - ELENENT CARD LISTING ELEmT NO .3 IS A REACH . . UIS DATA STATION INVERT SECT N H99,00 33.17 9 .OU ELENENT NO .. IS A JUNCTION . . . UIS DATA STAIION INVERT SECT LAT-t LAT-2 N 4501.00 33.18 9 11 0 .014 ELENENT NO .5 IS A REACH . . . UI5 DATA STATION INVERT SECT N m8.00 36,SO 9 .014 ELENENT NO .6 IS A JUNCTION , . . . UIS DATA STATION INVERT SECT LAT-! LAT-2 N .862.00 36.75 12 11 0 ,01. ELENENT NO H IS A REACH . , . UIS DATA STATION INVERT SECT N S222.50 39.06 12 .013 ELENENT NO 48 IS A JUNCTION , . UIS DATA STATION INVERT SECT LAT-l LAT-2 N 522HO 39,07 12 16 0 ,013 ELENENT NO H IS A REACH , . . UI5 DATA STATION INVERT SECT N 5388,50 .0.11 12 .013 ELENENT NO 50 IS A JUNCTION . . . UIS DATA STATION INVERT SECT LAT-l LAT-2 N 5390.00 40.13 12 16 0 ,013 ELENENT NO 51 IS A REACH . . UIS DATA STATION INVERT SECT N 5m,00 .0,60 12 .013 ELEHENT NO 52 IS A ~ALL ENTRANCE . UIS DATA STATION INVERT SECT FP 5462,00 40,60 13 ,100 . 03 17,9 . 03 10.7 , 03 5.3 . 03 .5 PAGE HO 6 RADIUS ANElE .HG P' ~~N ~ .00 .00 ,00 , o. INVERT-3 INVERT-. PHI 3 PHI , .0 3U3 .00 45,00 .00 RADIUS ANELE ANE PT NAN H .00 .00 .00 0 A' INVERT-3 INVERT-, PHI 3 PHI' ,0 36,80 ,00 45.00 ,00 RADIUS ANGLE ANE 'T NAN H .00 ,00 .00 0 o. INVERT-3 INVERT-. PHI 3 PHI' .0 .0,13 .00 45.00 ,00 RADIUS ANGLE AHG PT NAH H .00 .00 .00 0 , . a' INVERT-3 INVERT-4 PHI 3 PHI 4 .0 42,42 .00 45,00 ,00 RADIUS ANGLE AN6 PT NAN H .00 .00 .00 0 Vb I I I I I I I I I I I I I I I I I I I ----- f 0 5 1 5 P PA5E He : WATER SURfACE PROFILE - ELENENT CARO LISTING ELENENT NO 53 IS A JUNCTION , , , , , , UtS DATA STATION INVERT SECT LAT-l LAT-2 N Q3 Q4 INVERT-3 INVERi-1 PH! 3 ;:0.:: 4 5482 .00 41.00 13 13 0 .014 97.1 .0 47.10 .00 90,00 ,00 ELENENT NO 54 IS A WALL EXIT , Ut5 OATA STATION INVERT SECT 5482.00 42.00 14 ELENENT NO 55 15 A REACH , , Ut5 DATA STATION INVERT SECT N RAOIUS ANGLE ANG P1 NAN H 5553,00 46,10 14 ,014 .00 ,00 .00 - , ELENENT NO 56 IS A TRANSITION , , , UtS DATA STATION INVERT SECT N 5558.00 46.20 3 .014 ELENENT NO 57 IS A SYSTEN HEAOWORKS , U/S DATA STATION INVERT SECT W 5 ELEV 5558,00 46.20 3 47.70 VA I FOStSP CO VeTS 4.0 'AGE WATER SURFACE PROFTLE LISTING Fil.: rc13.WSP Study Oat.: 7-23- 4 Ii..: 13:24:59 I Rancho Co..unity Church I Bridgeport Line A Ultioate 100-yr file RC13 by lPN 7-23-04 ~l 0 -,~~V!~!!LLI~ElJ. STATION INVERT DEPTH W.S, Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl " He AV5.C, " I ELEv OF FLOW ELEv HEAD GRO ,EL. ELEV DEPTH OIA Ie NO, OT:'~ ..- LIELEM 50 SF AVE HF NORM DEPTH Ii 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I 1020.00 U6 3.840 13.000 314.3 5,27 .432 13,432 ,00 3.093 7.00 4,00 3,00 0 ,0 13,29 .00904 ,004482 .06 3.253 3,00 I 1033.29 9.2B 3.736 13.016 314,3 5.S3 ,47S 13.491 ,00 3.093 7.00 4.00 3.00 0 ,0 4.67 .00904 .004869 .02 3.2S3 3.00 I 1037,96 9.32 3.703 13.025 314.3 S.62 .490 13.51S .00 3,093 7.00 4.00 3.00 0 ,0 I HYDRAULIC lUMP 3,00 1037.96 9.32 2.S41 11.863 314.3 10.64 1.759 13.622 .00 3.093 7.00 4.00 3.00 0 ,0 I 4,94 .00904 .029304 .14 3.253 3,00 1042,90 9.37 2,475 11 ,842 314.3 11.12 1.9l9 13.761 ,DO 3.093 7.00 4.00 3.00 0 .0 I 5,03 ,00904 ,033134 ,17 3,253 3,00 1047,94 9,41 2,404 11.817 314.3 11 ,66 2.111 13.928 .00 3.093 7.00 4,00 3.00 0 .0 I 4097 ,00904 .037667 ,19 3,2S3 3,00 1052,91 9,46 2,335 11.793 314.3 12.23 2.322 14.115 ,00 3.093 7,00 4,00 3.00 0 ,0 I 4.89 ,00904 ,042624 ,21 3,253 3,00 1057.79 9,50 2.266 11.770 314,3 12.63 2.554 14,324 ,DO 3.093 7.00 4,00 3,00 0 .0 I 4.79 ,00904 .048689 .23 3,253 3,00 1062,58 9.54 2.203 11.746 314,3 13.45 2,810 14.557 ,00 3,093 7.00 4.00 3.00 0 ,0 I 4,69 ,00904 .055362 ,26 3.253 3.00 1067,27 9.59 2,139 11.726 314.3 14.11 3.091 14.817 .00 3,093 7.00 4.00 3,00 0 .0 I 4.58 ,00904 ,062954 .29 3,253 3.00 107U4 9,63 2.077 11.705 314.3 14.80 3,400 15,105 .00 3.093 7.00 4.00 3.00 0 .0 I 4.46 ,00904 ,071592 .32 3,253 3.00 I I I I ""\0 I F0515P CO Yers 4.0 PAGE . YATER SURFACE PROFILE lISTING File: rcI3.WSP Study Dlte: 7-23- 4 Ii.e: 13:24:59 I Rancho Co..unity Church I 8ridgeoort line A Ultilate 100-yr file RC13 by lPN 7-23-04 STATION INYERT DEPTH W,S, Q YEL VEL ENERGY SUPER CRm CAL HGTI 8ASE! -, NO AV3~~ ,. I ELEY OF FLOW ELEY HEAD GRD.EL , ELEV DEPTH OIA 10 Ne, :l.-" LIELEH SO SF AYE HF NORH DEPTH " IlfIISlsltllt!III!III!I!!!I!!!I!ltlll!!!!ttll!I!I!l!!!tttltlltlttlttlttltttttttttltltltttltlttlttttltllltltStltttlt!!I!!!!!t!!!!!!t I 1076.31 9.67 2.016 11.685 314.3 15.52 3.740 15.424 .00 3.093 7.00 4,00 3.00 0 .0 US ,00904 ,081422 .35 3,253 3.00 I 1080,66 9.71 1.957 11.665 314.3 16.28 4.113 15.778 .00 3.093 7.00 4,00 3.00 0 .0 4,23 ,00904 .092609 ,39 3.253 3.00 I 1084.89 9.75 1.899 11.645 31U 17.07 4.525 16.170 .00 3.093 7.00 4.00 3.00 0 ,0 4.l1 ,00904 .105342 .43 3,253 3,00 I 1089,00 9.78 1.843 11.626 314.3 17.90 4.977 16.604 .00 3.093 7,00 4.00 3,00 0 .0 I 4,00 ,00904 .119837 .48 3.253 3,00 1093.00 9,82 U88 11.608 314.3 18.78 5.475 17,083 ,00 3,093 7,00 4.00 3,00 0 ,0 I 1.05 .34000 ,026543 .03 ,969 3,00 1094.05 10,18 1.827 12.004 314,3 18,14 5,111 17,115 .00 3,093 7.00 4.00 3,00 0 ,0 I 1.29 .34000 ,023778 .03 ,969 3.00 1095,3' JO,52 1.883 J2.499 314.3 J7,30 4,646 17,145 ,00 3.093 7,00 4.00 3,00 0 .0 I 1.14 .34000 .020903 ,02 ,969 3.00 1096.48 11.00 1.940 12.945 314.3 J6,49 4,224 17.169 ,00 3,093 7,00 4.00 3,00 0 .0 I 1.01 ,34000 ,018378 ,02 ,969 3.00 1097.50 11.35 1.999 13.348 314,3 15,73 3.840 17.188 ,00 3.093 7,00 4,00 3,00 0 .0 I ,89 ,34000 .016159 ,01 ,969 3,00 1098,39 11.65 2,059 13.711 314,3 14.99 3.491 17.202 ,DO 3.093 7.00 4,00 3.00 0 .0 I .78 ,34000 ,014209 ,01 ,969 3.00 1099,17 11.92 2.121 14.040 314.3 J4.30 3,173 17.213 .00 3.093 7,00 4.00 3,00 0 ,0 I ,69 ,34000 ,012495 .01 ,969 3,00 I I I I "\,\. I I I I I I I FOSISP CO Yers 4.0 WATER SURFACE PROFILE LISTING File: rcI3.WSP Study Oat.: 7-23- 4 Ti..: 13:24:59 Rancho Co..unity Church I Bridgeport Line A ultime 100-yr file RC13 by lPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL vEL ENERSY SUPER CRITICAL HSTI BASEl ZL NO AVBP> ELEv OF FLOW ELEV HEAD GRO ,EC, ELEV DEPTH OIA 10 NO. UELEN SO SF AVE HF NORN DEPTH " Itl:ISI::::l::::lllll:llllll:lllllll:I:llllllll:I:I:I:1111111!!tl!II!I!I!:!:I!lllt:!tllttlt!!ll:ltllll:l:ttlIlllt!lllllllllllllllll PAGE 3 c rE.~ 1099,B6 12.15 2.185 14,337 314.3 13.63 2.885 17.222 ,00 3.093 7.00 4,00 3.00 0 .0 .60 .34000 ,010989 .01 .96\ 3,00 1100,46 12.36 2,250 14.606 314.3 13.00 2,623 17,22\ ,00 3.093 7,00 4.00 3,00 0 .0 .52 ,34000 ,009665 ,01 .96\ 3.00 1100.98 12.53 2,316 14.849 314.3 12,3\ 2.384 17.234 .00 3.0\3 7,00 4.00 3.00 0 ,0 ,45 ,34000 .008501 0,00 .969 3,00 1101,43 12.68 2,385 15.070 314.3 11.81 2.168 17.237 .00 3.093 7,00 4.00 3,00 0 ,0 I ,38 .34000 .007478 0,00 ,969 3,00 1101.81 12.81 2,455 15.270 314.311.26 1.970 17.240 .00 3.093 7.00 4.00 3.00 0 .0 I .32 .34000 ,006578 0,00 ,969 3.00 1102,13 12.92 2.527 15.451 314,3 10,74 1.791 17,242 ,00 3,093 7,00 4.00 3.00 0 ,0 I I I ,27 .34000 ,005787 0.00 .969 3,00 1102,40 13 ,01 2.601 15.615 jJ4,3 10.24 1.628 17,244 ,00 3.093 7,00 4.00 3.00 0 .0 .22 ,34000 .005091 0.00 ,969 3.00 1102,61 13,0\ 2.676 15.765 314.3 9,)b 1.480 17,245 .00 3,093 7,00 4.00 3,00 0 .0 .17 .34000 .004479 0,00 .969 3.00 1102,78 15.15 2.754 15,900 314.3 9.31 1.346 17,246 ,00 3,093 7,00 4,00 3.00 0 ,0 I .13 ,34000 .003941 0.00 .969 3.00 1102,91 13.19 ),833 16.023 314.3 8.88 1.224 17.246 ,00 3.093 7.00 4.00 3.00 0 ,0 I I ,09 ,34000 ,003468 0.00 ,969 3,00 1103.00 13,22 2,914 16.134 314,3 8.46 1.112 17,247 .00 3,093 7.00 4.00 3,00 0 .0 4,00 ,00500 .003178 ,01 2.647 3,00 I I I I ~'V I F0515P CO Vers 4,0 PAG: WATER SURFACE PROFILE LISTING File: rcI3.WSP Study Date: 7-23- 4 Ti..: 13:24:59 I Rancho Co..unity Church I Bridgeport Line A ultioate 100-yr file RC13 by JPN 7-23-04 STATION INVERT DEPTH W.5, 0 VEL VEL ENERGY SUPER CRlTlCAL NGTI BASEl Zl NO A,S" I ELEV OF FLOW ELEv HEAD GRO.EL. ELEV DEPTH OIA Ie Nt. ..,.. l/ELEN 50 SF AvE HF NORN DEPTH ZR tlJIJllllttttttttttltttltttlttttttttttlttltttttttttlttttJJlttlttJJltttttttllllJltttlltttttttttltllltJ1JIJtttttlttlllstlltall!I!ll!l I 1107.00 13,24 2.942 16.182 314.3 8.33 1.077 17.2S9 ,00 3.093 7,00 4,00 3.00 0 ,0 5.72 .00500 .002965 .02 2.647 3,00 I 1112.72 13.27 3,006 16.275 314.3 8.03 1.001 17.276 .00 3,093 7,00 4,00 3.00 0 .0 2.28 .OOSOO .002649 ,01 2,6a] 3,00 I 1115.00 13.28 3,093 16,373 314.3 7.65 .909 17.282 .24 3.093 7,00 4.00 3.00 0 .0 I ,91 ,00500 .010695 .01 3.698 3.00 1115.91 13.28 3.181 16.465 314.3 7.30 ,827 17.292 .22 3,093 7,00 4.00 3.00 0 ,0 I 3.37 .00500 .009412 .03 3.698 3,00 1Il9.28 13,30 3.271 16.572 314.3 6,96 .751 17.324 .20 3,093 7.00 4.00 3,00 0 .0 I 7,29 ,00500 .008283 .06 3,698 3,00 11Z6,57 13,34 3.363 16,701 314.3 6.63 ,683 17,384 .19 3.093 7,00 4.00 3.00 0 .0 I 8.43 ,00500 ,007440 ,06 3,698 3.00 1135.00 13.38 3.426 16.806 314.3 6,4) ,641 17,44) .00 3.093 7.00 4,00 3.00 0 .0 I 22.91 ,00505 ,006697 .15 3,691 3,00 1157.91 13.50 3.522 17,017 314.3 6.13 ,583 17.600 .00 3,093 7.00 4,00 3,00 0 .0 I 53,66 ,00505 .005895 ,32 3,691 3,00 1211.57 13.77 3,621 17.387 314.3 5,84 .530 17.917 ,00 3,093 7.00 4.00 3,00 0 .0 I 30.43 .00505 ,005436 .17 3.691 3.00 1242.00 13.92 3,644 17.564 314,3 5,78 .518 18.082 ,15 3.093 7.00 4.00 3,00 0 ,0 I 26,00 .00500 ,005300 ,14 3.698 3,00 I 1268.00 14,05 3.660 17.710 314,3 5.73 ,510 18.220 .00 3.093 7,00 4.00 3,00 0 ,0 TRANS STR ,00500 ,003102 .27 3.00 I I I I ~'h I FOslsP CO VeTS 4.0 PAGE WATER SURFACE PROFILE LISTING File: rcl3.WsP Stud, Oat.: 7-23- 4 Til': 13:24:59 I Rancho COllunity Church I Bridgeport line A Ulti..t. 100-yr fil. RCI3 by JPN 7-23-04 STATION INVERT DEPTH W.S, 0 VEL VEL ENERGY SUPER CRITICAL H6TI BASEl ZL NO AV5P~ I ElEV OF FLOW ElEV HEAD GRO.El. ElEV DEPTH Of A 1D ~O. :l.~. '" l/ElEN SO SF AVE HF NORN DEPTH ZR IIIIJltltJlllltJlllllllttlltlttlltltlltttttltlttltltlttltllltlltlttltttltlttttttlttttlllttttltlttlttltttlltltIIIIStttttZII!tl!I!!tl I 1354.00 14 ,48 3,93\ 18.415 314.3 2.69 ,112 18.527 .00 2.198 3,00 10,00 5.00 0 ,0 ,27 ,37333 ,001022 0.00 .914 5.00 I 1354.27 14,58 3.824 18,404 314.3 2,82 .124 18.528 ,00 2.198 3.00 10.00 5,00 0 .0 ,26 .37333 .001162 0.00 .914 5,00 I 1354.53 14.68 3.715 IB.392 314.3 2.96 .136 18.528 .00 2.198 3.00 10.00 5.00 0 .0 I .25 .37333 .001321 0.00 ,914 5.00 1354.78 14,77 3,609 18,379 314.3 3.11 .150 18.528 ,00 2,198 3.00 10.00 5,00 0 ,0 I ,24 ,37333 ,001502 0.00 ,914 5,00 1355.01 14.86 3.506 18,364 314.3 3.26 .165 18.529 .00 2,198 3,00 10,00 5.00 0 .0 I ,23 ,37333 .001708 0.00 .914 5.00 1355,24 14.94 3,405 18.348 314,3 3,42 .181 18.529 .00 2.198 3,00 10,00 5,00 0 ,0 I .22 .37333 .001942 0.00 ,914 5,00 1355,46 15.02 3,307 18.330 314 .3 3,58 ,199 18.530 .00 2.198 3.00 10.00 5,00 0 .0 I ,20 ,37333 .002209 0,00 .914 5.00 1355,66 15,10 3.211 18.311 314.3 3,76 .219 18.530 .00 2,198 3.00 10.00 5,00 0 .0 I ,01 ,37333 ,002364 0,00 .914 5.00 lJ5 5.6 8 15,11 3.202 18.308 314,3 3.77 .221 18,529 ,00 2.198 3,00 10.00 5.00 0 .0 I HYDRAULIC JUMP 5,00 135 5.6 8 15.11 1.401 16.507 314,3 13.19 2.701 19,208 ,00 2.198 3,00 10.00 5.00 0 .0 I ,17 .37333 .071375 .01 .914 5.00 I 135 5.8 5 15,17 1.415 16.586 314.3 13.01 2,628 19.214 ,00 2,198 3,00 10.00 5.00 0 .0 ,62 .37333 ,065684 ,04 ,914 5.00 I I I I ~ I F0515P CD VOl' 4.0 PAGE 6 YATER SURFACE PROFILE LISTING File: rcl3 .Y5P Study Dlte: 7-23- 4 Tile: 13:24:59 I Rancho Co..unity Church / Bridgeport Line A Ultillte 10D-yr file RCI3 by JPN 7-23-04 STATION INVERT DEPTH Y.S. 0 VEL VEL ENERGY SUPER CRITICAL H6TI BASEl II NO A,SPR I ElEV OF FLOY ELEV HEAD GRD.El, ELEY DEPTH DIA ID ND, D.~~ . ~:.~. L/ELE" SO SF AVE HF NORN DEPTH lR 111%111111*1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111Illtlttlllltlltllllllll I 1356.l7 15.40 1.463 16.B65 314.3 12.40 2.389 19.255 .00 2.198 3,00 10,00 5.00 0 .0 ,53 .37333 .057555 .03 ,914 5.00 I 1357.00 15.60 1.513 17.113 314.3 11.83 2.172 19.285 .00 2,198 3.00 10,00 5.00 0 ,0 JUNCT 5TR .00800 ,Ot2272 ,25 5.00 I 1377 ,00 15.76 1.475 17.235 312.9 12.21 2.315 19.550 .00 2.193 3.00 10.00 5.00 0 .0 TRANS STR .00500 ,035216 .70 5,00 I 1397.00 IS.B6 3.465 19,325 312.9 8.26 1.060 20.385 .54 3,465 5.00 4.00 2,00 0 .0 I 1.03 .00500 .010789 .01 4.178 2.00 1398,03 15,87 3.567 19.432 312.9 7.88 ,964 20,396 ,51 3.465 5.00 4,00 2.00 0 .0 I 3.85 ,00500 .009494 .04 4,178 2.00 1401.89 15.88 3.672 19.557 312.9 7,51 .876 20,433 ,47 3.465 5,00 4,00 2.00 0 ,0 I 8,33 ,00500 .008354 .07 4.17G 2,00 1410,21 15.93 3.780 19,706 312,9 7.16 .796 20.502 .44 3,465 5,00 4.00 2.00 0 .0 I 6.79 ,00500 ,007580 ,05 4.178 2.00 1417.00 15.96 3.834 19.794 312.9 6.99 ,759 20,554 ,00 3.465 5,00 4,00 2,00 0 .0 I JUNe! 5TR ,00500 .005939 .01 2,00 1419,00 15,97 4.142 20,112 292.4 5.75 .513 20,625 ,30 3,353 5,00 4,00 2.00 0 .0 I 17.00 ,00529 ,004590 ,08 4.002 2.00 1436.00 16.06 4.122 20,182 292.4 5.79 .521 20.703 ,00 3,353 5.00 4.00 2.00 0 ,0 I 204.81 .oom ,004800 ,98 4.059 2,00 1640.81 17,08 4.059 21.137 292.4 5,94 .549 21.686 ,00 3.353 5,00 4,00 2,00 0 .0 I 159.19 ,00497 ,004959 .79 4.059 2.00 I I I I ~-S I FO\I\P CO VeTS 4.0 PAGE WATER SURFACE PROFILE lISTING File: rcI3.WSP Study Date: 7-23- 4 Ti..: 13:24:59 I Rancho COllunity Church I Bridgeport line A Ultitat, IDO-yr file RCI3 by JPN 7-23-04 STATION INvERT DEPTH W.S. 0 VEL vEL ENERGY SUPER CRITICAL H6TI 8ASEI Zl NO AV6P,; I ElEv OF FLOW ElEV HEAD 6RD.El, ELEV DEPTH DIn !D NO. :l."~ j,~"( l/ElEH SO SF AvE Ht NORN DEPTH ZR 1t11111111111111111111111111111t1ZttlttttttttttttlttlttttttlttltttttttttttlttttttttlJttltttttttttttttttttttl111IStalltStl!!t!!I!!l! I 1800.00 17.87 4.059 21.929 291,4 5.94 .549 22.478 .28 3,353 \.00 4,00 1,00 0 ,0 56,00 .00500 .004978 ,29 4,054 1,00 I 1858.00 18.16 4.057 11.217 191.4 5.95 .550 11.767 .00 3,3\3 5.00 4,00 1,00 0 ,0 JUNCT STR .0059\ ,005033 .40 1,00 I 1937,00 18,63 4.004 22,634 186.7 \.96 .552 13.186 .00 3,311 5.00 4,00 1.00 0 .0 211.16 ,00471 ,004889 l.03 4.073 1.00 I 2148.16 19.61 4.073 13,69) 286.7 5.80 .512 14.218 .00 3.321 5,00 4.00 2.00 0 ,0 43.84 .00471 .004m .21 4.073 2.00 I 2192.00 19.83 4.073 23.903 186.7 5,80 .522 21.425 .00 3.321 5.00 4.00 2.00 0 .0 I JUNCI SIR ,00500 ,004400 ,18 1,00 2232.00 10,03 4,141 14,171 277.4 5,45 ,462 24.633 ,00 3,268 5,00 4,00 1.00 0 ,0 I 111,62 .00500 .004371 ,49 3,959 2,00 2343.62 20.\9 4.024 24,613 277 .4 \,72 ,\08 1\,111 ,00 3.268 5.00 4,00 1.00 0 .0 I 138.38 ,00500 ,004788 .66 3.9\9 2.00 1481.00 11.28 3,973 11.2\3 277,4 \.85 ,\31 2\.783 ,00 3,168 \,00 4.00 1.00 0 .0 I JUNC; STR .00500 .004641 ,19 1,00 1522.00 11.48 4.037 25.517 270,4 5.55 ,478 15,995 .00 3,117 5,00 4.00 1,00 0 .0 I 19l.42 ,00500 ,004655 ,89 3.914 2,00 2713.42 22,44 3,923 26,360 270.4 5,82 .526 26.886 ,00 3.227 5.00 4,00 2.00 0 .0 I 66.18 .00500 .004961 ,33 3,914 1,00 2780,00 21.77 3.919 16.689 270,4 5,83 .527 27,117 ,00 3.227 5,00 4.00 2.00 0 ,0 I JUNCT SIR ,00500 .004727 ,01 2.00 I I I I ~ I FOS1SP CD Yers 4.0 OAGE: WATER SURFACE PROFILE LISTING File: reI3.WSP Study Date: 7-23- 4 Ti..: 13:24:59 I Rancho Co..unity Church I 8ridgeoort Line A Ultinte 100-1' file RC13 by JPN 7-23-04 STATION INYERT DEPTN W.S. 0 VEL VEL ENERiY SUPER CRITICAL HGTI 8ASEI IL NO AV2P; I ELEY OF FLOW ELEY HEAD GRD.El. ELEV DEPTH OrA :0 ~O, . " LlELEN SO SF AVE HF NORN DEPTH IR tlliilJiltlllllltltlllllllllllllllll1111111ltlllllllll1IIIIII111l111111111111111111111111111111111111111111111111111111111111111111 I 2782.00 22.78 3.980 26.760 265.7 5.58 .484 27.244 .00 3,200 5,00 4.00 1.00 0 ,0 205,00 .00502 .004748 .97 3,879 2.00 I 2987,00 23,81 3.881 27.691 265,7 5.82 ,526 28.217 ,00 3.200 5.00 4.00 2.00 0 .0 JUNCT 5TR ,00500 .003717 ,04 1.00 I 2997.00 23,86 U40 28,100 225,0 US .281 28.381 .00 2,948 5.00 4,00 2.00 0 ,0 10,93 .01089 ,002586 ,03 3.014 2,00 I 3007,93 23.98 4,121 28.100 225.0 4.46 .309 28,409 .00 2.948 5.00 4,00 2.00 0 ,0 I 10.70 .01089 .002938 .03 3.014 2,00 3018,63 24.10 4,005 28.101 225.0 4.68 .340 28.440 .00 2.948 5.00 4,00 2.00 0 ,0 I 8,64 ,01089 ,003297 ,03 3,014 2,00 3027.26 24.19 3,913 28.102 225.0 4.86 .367 28.469 .00 2,948 5,00 4.00 2.00 0 .0 I HYDRAULIC JUNP 2,00 3027,26 24,19 2.134 26.324 225.0 12,75 2.524 28.848 .00 2,948 5.00 4.00 2,00 0 ,0 I ,80 ,01089 .046886 ,04 3,014 2,00 3028.07 21.20 2,127 26.325 225,0 12.82 2,551 28.876 .00 2,948 5,00 4,00 2,00 0 ,0 I 4.77 .01089 ,050485 ,24 3.014 2,00 3032,84 24,25 2.061 26,311 225.0 13,44 2.806 29,117 .00 2,948 5.00 4.00 2.00 0 .0 I 4,64 ,01089 ,057463 .27 3,014 2.00 3037,49 24,30 1.997 26.297 225.0 14.10 3.086 29,384 .00 2.948 5.00 4.00 2,00 0 .0 I 4,51 ,01089 ,065414 ,30 3,014 2,00 3042.00 24.35 1.934 26,284 225,0 14.79 3.395 29.679 ,00 2.948 5.00 4,00 2.00 0 ,0 I WALL EXIT 2,00 I I I I "'\;'\ I FOSISP CO Vor. 4.0 PAEE 9 WATER SURFACE PROFILE LISTINE File: roI3.WSP Study Date: 7-23- 4 Ti..: 13:21:59 I Rancho Co..unity Church I Bridg.,ort Lin. A Ultioat. 100-yr fil. RCI3 by JPN 7-23-01 STATION INVERT DEPTH W.S, 0 VEL VEl ENERGY SUPER CRITICAL HGTI BASEl IL NO AVEP! I ELEV OF FLOW ELEV HEAD ERO.fL. ~LEV OEoTH -" :0 ~C. ~ ;:.. ... ~!'< L/ELEN SO SF AVE HF NORN DEPTH IR ttttttttttttltttttltltllttttttttttttttltttttttttttttttttttttttttltttttttttttttttttttlttttlttttttttttlttttttt11111111111111111111111 I 3042,00 21.35 4.231 28.SBl 225.0 12.04 2,249 30.830 ,00 4.231 5.25 .00 ,00 0 .0 62,3] .00559 .00S7S8 .36 1.373 ,00 I 3104,3] 24.70 4.373 29,072 225.0 11,68 2.117 31.189 ,00 4.231 5.25 .00 .00 0 ,0 30],63 ,00559 .005579 1.72 1.3]3 .00 I 3412,00 26.42 1.373 30,]93 225.0 11.68 2,117 )2,910 ,00 4.231 5.25 ,00 .00 0 ,0 JUNCT 5TR ,01000 ,005227 ,01 .00 I 3113,00 26.43 4.772 31.202 221.2 10.70 1.779 32.981 .00 1.19] 5,25 .00 ,00 0 ,0 I 81.00 .00556 ,004911 .40 1.305 .00 3494,00 26,88 US3 31.533 221.2 10,90 1.846 33.3]9 .00 4.197 5.25 ,00 .00 0 .0 I JUNCT 5TR ,0116] ,00 3500.00 2],13 4,140 31.270 211.7 12.18 2,303 33.573 .00 4,140 5,00 ,00 .00 0 .0 I 50,27 ,00504 .006234 ,31 5,000 ,00 3550.27 27,41 4,3]9 31.793 211.7 11.61 2.093 33.886 .00 4.140 5.00 .00 .00 0 .0 I 121.73 .00564 ,005903 ,72 5.000 .00 3672,00 28.10 4.189 32,589 211.7 11.39 2,016 34,605 ,00 1.140 5,00 .00 .00 0 .0 I JUNCT STR .OOSOO .006584 ,01 ,00 36]4,00 28,11 4.796 32,906 207.5 10,72 1.783 34,689 .00 1.104 5,00 .00 .00 0 ,0 I 174,00 ,00557 ,00SS21 ,96 4.512 .00 3848.00 29.08 4,]81 33.861 207.5 10,73 1.789 35,649 ,00 4.104 5.00 .00 .00 0 .0 I JUNCT SrR ,01000 ,005510 ,01 .00 3849,00 29.09 4,831 33.921 206.4 10,62 1.752 35,674 ,00 4,094 5.00 .00 ,00 0 ,0 I 130,00 ,00561 .005491 .71 4.125 .00 I I I I ~ I FOSISP CO Ve" 4.0 ~AliE 10 WATER SURFACE PROFILE LISTING File: rcl3.m Study Date: 7-23- 4 Tite: 13:24:59 I Rancho Co..unity Church I Bridgeport Line A ultioate 100-yr file RCI3 by JPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGTI 8A5E1 Zl NO AY:P~ I ELEV OF FLOW ELEV HEAD GRD.:l. ElEV DEPTH o i.~ !D ,'ie. h, LIELEK SO SF AVE HF NORK DEPTH ZR lllZtlltttttttttttttltltlltltlttltlttllllttltl11111111111111111111111111111111111111111111111111111111111111tlltlllllllllllllllllll I 3979.00 29.82 4.80B 34.628 206.1 IUS 1.760 36.388 ,00 4.094 5.00 ,00 .00 .0 JUNCT 5TR ,00600 .006562 .03 ,00 I 3984.00 29,85 5.078 34.928 199.0 10,13 1.595 36.523 ,00 4.028 5,00 .00 ,00 0 ,0 167.00 .00557 .005838 ,97 4.214 ,00 I 4151.00 30.78 5.123 35.903 199.0 10.13 1.595 37.49B .00 4.028 5.00 .00 .00 0 ,0 I JUNCT 5TR .00500 .006521 .01 .00 4153.00 30.79 5.348 36.138 191.5 9.75 1.177 37.615 .00 3,958 5.00 .00 .00 0 ,0 I 249,00 .OOSS8 ,006270 1.56 4,443 .00 4402,00 32,18 5.519 37.699 191.5 9.75 1.477 39.176 .00 3.958 5.00 .00 ,00 0 ,0 I JUNCT 5TR ,05000 .006609 .07 .00 4412.00 32,68 5.534@ 152,2 9.57 1.422 39,636 .00 3,617 4.50 ,00 ,00 0 ,0 I 87.00 ,00563 .;'.JIJTMi- reX ,006947 .60 4,500 .00 t./vt:: B 4499,00 33,17 5,648 38.818 152.2 9,57 1.422 40.240 .00 3,617 4,50 .00 ,00 0 .0 I JUNCT 5TR .00500 .006178 ,01 .00 4501.00 33.18 6,140 39,320 134.3 8,44 1.107 40.427 ,00 3,410 4.50 ,00 ,00 0 .0 I 357,00 .00930 .005409 l.93 2.942 .00 4858.00 36,50 4.751 41.251 134.3 8,44 1.107 42.358 ,00 3,410 4.50 .00 ,00 0 ,0 I JUNCT 5TR ,06250 .005812 ,02 .00 4862.00 36.75 4.589 41.339 123,6 8.71 1.179 42.518 .00 3.314 4.15 .00 .00 0 .0 I 322,81 ,00641 ,005324 1.72 3,195 .00 I 5184.81 38.82 4.250 43,069 123,6 B.71 1.179 44.247 ,00 3.314 4.25 .00 .00 0 .0 37.69 ,00641 .005084 ,19 3,195 .00 I I I I \C^.. ---- -- - ,- I FOSISP CD velS 4.0 PAGE 11 WATER SURFACE PROFILE LISTING I File: rc13 .WSP Study Date: 7-23- 4 Tile: 13:24:S9 I Rancho COllunity Church I Bridgeport Line A I Ultiute 100-yr file RCI3 by lPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEL ENER6Y SUPER CRITICAL H6TI BASEl ., NO AVBP, '" I ELEV OF FLOW ELEV HEAD GRD,EL. ELEV DEPTH DIA 10 NO w... L1ELEH SO SF AVE HF NORH DEPIH ZR ZiiZIZIZIZiZiiiiilZiiiiiiiiiiii'iiiiiiii'itititttltttitttttttttitttttttttttitttttttttttttttttlllilittillilllllllllllllil111ttt11tlJ I 5222,SO 39.06 4.193 43.2S3 123.6 8.74 1.I8S 44.438 .00 3.314 US ,00 .00 0 ,0 JUNCI SIR ,00667 .004894 .01 ,00 I 5224.00 39.07 4.370 43,440 118.3 8,34 1.080 44.520 ,00 3.245 US ,00 .00 0 ,0 84.87 .00632 .004877 .41 3,097 ,00 I 5308,87 39.61 1.250 43.857 118.3 8.34 1.080 44.936 .00 3.24S US ,00 ,00 0 ,0 79,63 ,00632 ,004560 .36 3.097 ,00 I 5388,50 40.11 4,079 44.189 118,3 8.45 1.110 45,m .00 3.245 US .00 ,00 0 .0 JUNCI SIR ,01333 .004260 ,01 ,00 I 5390,00 40.13 4.086 44.216 117.8 8,41 1.099 45.314 .00 3.239 US .00 .00 0 .0 I 72,00 .00653 .004261 ,31 3.047 .00 5462,00 40,60 3.833 44.433 117.8 8,75 1.188 45.621 .00 3,239 4.25 ,00 ,00 0 .0 I WALL ENIRANCE .00 5462.00 40.60 4.615 45.215 117,8 6.01 ,560 45.775 .00 2,880 5.00 4.25 ,00 0 .0 I JUNCI SIR .07000 ,001006 .02 .00 5482.00 42.00 4,350 46.350 20,7 1.12 ,019 46,370 ,00 .904 5,00 4.25 ,00 0 .0 I WALL EXlI ,00 5482.00 42,00 4,351 46,351 20,7 4,22 .276 46,62/ .00 1.546 2,50 .00 ,00 0 .0 I 33.78 ,05775 ,002929 .10 ,810 ,00 5515.7 8 43.95 2,500 46.451 20.7 4.22 .m 46,72] .00 1.546 2.50 .00 .00 0 ,0 I .13 ,05775 ,002929 0,00 .810 ,00 5515,91 43.96 2.500 46,458 20,7 4,22 .276 46.734 .00 1.546 2,50 .00 ,00 0 ,0 I HYORAULlC JUHP ,00 I I I I ~ I FOSISP CO Yo" 4,0 PAGE WATER SURFACE PROFILE LISTING File: rcl3.WSP Study Date: 7-23- 4 Tioe: 13:24:59 I Rancho Cooounity Church / 8ridgeoort Lin. A Ultioat. 100-yr filo RCI3 by JPN 7-23-04 STATION INYERT DEPTH W.5. 0 YEL VEL ENERGY SUPER CRITICAL HGT/ 8A5E! 11 NO AVEP.~ I ELEY OF FLOW my HEAD GRO,EL, ELEY DEPTH OIA IC ,~,. ... LlELEH SO SF AVE HF NOR! DEPTH lR III1IJ1ttlltlttlltlttltlll11ltttlttttltllttltllttllltt11111111111111111111111111111111111111111111111111111111111111111111111111111 I 5515.91 43.96 .m 44.876 10.7 12.67 2,491 47.367 .00 1.546 :.50 ,00 ,00 0 .0 1.49 .05775 .035680 .05 ,810 ,00 I 5517.40 44.04 .918 4U62 20.7 12.67 2,491 47,453 ,00 1.546 :,50 .00 ,00 0 .0 7.97 ,05775 .033482 ,27 ,810 .00 I 5525.37 44.10 ,951 45.455 20.7 12,08 2.264 47.720 .00 1.546 2.50 ,00 ,00 0 .0 6.05 .05775 .029369 ,18 ,810 ,00 I 5531.41 44.85 .985 45,839 20.7 11.51 2,059 47.897 ,00 1.546 2,50 ,00 .00 0 ,0 I 4.73 ,05775 .025772 .12 .810 ,00 5536.14 45.13 1.021 46.148 20.7 10,98 1.871 48.019 .00 1.546 2,50 ,00 ,00 0 .0 I 3.78 .05775 .022625 ,09 ,810 ,00 5539,93 45.35 1.059 4,.404 20,7 10.47 1.701 48.105 .00 1.546 2.50 .00 ,00 0 .0 I 3,05 ,05775 ,019871 ,0, ,810 ,00 9.98 1.547 42.1,6 ,00 1.54, 2.50 .00 ,00 0 ,0 5542.98 45,52 1.098 4",19 20,7 I 2.48 .05775 ,0174,1 ,04 .810 ,00 5545.4, 45.60 1.138 4'.803 20,7 9.52 1.40, 48.209 ,00 1.54, 2.50 ,00 .00 0 .0 I 2.01 ,05775 ,015351 ,03 .810 .00 5547,47 45,72 1.181 4,.9,2 20,7 9.07 1.278 48.240 .00 1.546 2,50 ,00 ,00 0 ,0 I 1.62 .05775 ,013505 .02 .810 ,00 5549.09 45.87 1.225 47.100 20,7 US 1.1,2 48.2,2 .00 1.54, 2.50 ,00 ,00 0 .0 I 1.29 ,05775 ,011889 ,02 .810 .00 5550,37 45.95 1.272 47,220 20.7 8.25 1.056 48.277 .00 1.546 2,50 .00 .00 0 .0 I 1.00 .05775 ,010473 .01 .810 ,00 I I I I ~\, I I I I I I I I I I I I I F0515P CD Vers 4,0 PAGE q WATER SURFACE PROFILE LISTING File: rclU5P Study Date: 7-23- . Tile: 13:2.:59 Rancho COllunity Church I Bridgeoort Line A Ultiute IDD-yr file RCl3 by lPN 7-23-0. STATION INVERT DEPTH W.5. 0 VEL VEL ENERGY SUPER CRlTICAL HSTI BASEl Zl NO AVSP~ ELEV OF FLOu ELEV HEAD GRD,El. :1 :\' DE?TH w~~ r~ <~C. .__V '0." L/ELEH SO SF AVE HF NORH DEPTH ZR J%JIlllllttttltltttlttl11JJIJltllltJIIJlttlllJllll1ltltlltltJIJIJllIIJltll111111111ll1JIJIIIltllllllllllllllllllllllllllllllllll%ll 5551.37 .6,01 1.321 .7,327 20.7 7.B6 .960 .B.267 ,DO 1.5.6 2.50 .00 .00 0 .0 ,7. .05775 .009235 .01 .610 ,00 5552.10 .6.05 1.373 .7.421 20,7 7.50 ,673 .6.294 .00 1.5.6 2.50 ,00 ,00 0 ,0 ,51 ,05775 ,006150 0,00 ,610 .00 5552,61 .6.06 1.427 .7,505 20.7 7.15 .794 .6,296 ,00 1.5.6 2.50 .00 ,00 0 .0 .29 .05775 ,007202 0,00 ,610 .00 5552.90 .6.09 1.46. .7.579 20.7 6.62 .722 .6,300 .00 1.5.6 2.50 ,00 ,00 0 .0 .10 .05775 .006366 0,00 .610 ,00 5553,00 .6.10 1.5.6 .7,6.6 20.7 6,49 .655 .6.301 ,00 1.5.6 2.50 ,00 ,00 0 ,0 TRANS 5TR ,02000 ,003027 ,02 .00 5556,00 46.20 2,159 46,359 20.7 1.15 ,021 46.360 .00 ,615 5.00 4.00 2,00 0 .0 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 F05l5P CD Ye" 4.0 PAGE WATER SURFACE PROFILE LISTIHG File: re13.WSP Study Date: 7-23- 4 Ii.e: 13:24:59 I Rancho COllunity Church I Bridgeport Line A Ultillte 100-yr .lile RCIl _... __ by JPH )-23-04 19oto - OoECii,or-60YER~~HUJ STATIOH INYERT DEPTH W.S. 0 YEL YEL ENERGY SUPER CRITlCAL HGTI BASEl ZL HO AV8., I ELEY OF FLOW ELEY (901) HEAD GRD.EL, ELEY DEPTH DIA 10 NO. OT;~ ...,'\ L/ELEH SO SF AYE HF NORN DEPTH ZR llttlltttltttttttttltJttlltttl11JltttJ1J1JIIJJttJIIll111111*11111111111111111111111111111111111111111111111111111111111111111111111 I 1020.00 9.16 3.840 13.000 2B3,3 4.75 ,351 13,351 .00 2.946 7,00 4,00 3.00 0 ,0 12.72 .00904 ,003642 ,OS 3.108 3,00 I 1032.72 9.27 3,736 13.011 283.3 4.99 ,386 13,397 .00 2.946 7,00 4.00 3,00 0 ,0 12.78 .00904 ,004137 ,05 3,108 3.00 I 1045.50 9.39 3.635 13.026 283.3 5.23 ,425 13.450 ,00 2.946 7.00 4.00 3.00 0 ,0 .20 .00904 ,004401 0,00 3,108 3,00 I 1045.70 9,39 3.635 13.027 283.3 5.23 ,425 13,452 .00 2.946 7.00 4,00 3,00 0 ,0 I HYDRAULIC JUNP 3.00 1045.70 9,39 2.335 11.727 283.3 11.02 1.887 13.615 ,00 2,946 7,00 4.00 3.00 0 .0 I .43 ,00904 .032601 ,01 3,108 3.00 1046,13 9,40 2,334 11.731 283,3 11.03 1.889 13,620 ,00 2.946 7.00 4.00 3.00 0 .0 I 4.72 ,00904 .034856 ,16 3.108 3,00 1050.85 9.44 2,267 11.706 283.3 11.57 2.078 13.784 .00 2.946 7.00 4,00 3.00 0 .0 I US .00904 ,039630 ,18 3.108 3.00 1055,50 9.48 2,202 11.683 283.3 12,13 2.286 13,968 ,00 2.946 7,00 4,00 3.00 0 ,0 I 4,57 ,00904 ,045061 .21 3.108 3,00 1060.07 9.52 2.138 11.660 283,3 12.72 2,514 14.175 .00 2.946 7.00 4.00 3.00 0 ,0 I 4.48 .00904 ,051241 .23 3.108 3,00 1064,56 9.56 2.076 11.638 283.3 13.35 2.766 14.404 ,00 2,946 7.00 4.00 3.00 0 .0 I 4.38 ,00904 .058272 .26 3.108 3.00 1068.94 9,60 2.015 11.617 283,3 14.00 3.042 14.660 .00 2.946 7.00 4.00 3.00 0 .0 I 4.28 .00904 ,066273 ,28 3.108 3,00 I I I I ~ I F05t5P CD VeTS 4.0 PAGE WATER SURFACE PROFILE LISTING I File: TcI3.WSP Study Date: 7-23- 4 Tile: 13:24:59 I Rancho COllunity ChuTch I BTidgepoTt Line A UJtilate 100-YT file RC13 by lPN 7-23-04 STATION INVERT DEPTH W,S, 0 VEL VEL ENER6Y SUPER CRITICAL H6TI BASEl " NO AV5P~ I ELEV OF FLOW ELEV HEAD GRO.EL. ELEV DEPTH DlA 10 Nt. "'; :~ L/ELEH SO SF AVE HF NORN DEPTH Z~ llllllltlll!ll!l!l!lt!t'!I!!.tllllllllllllllll!111'11111111111111111111111111111111111111111111111111111111111111111111111111111111 I 1073.22 9.64 1.956 11 ,597 283.3 14.68 3.347 14.943 .00 2,946 7.00 4.00 3.00 0 .0 4.17 .00904 .075379 .31 3.108 3.00 I 1077,40 9.68 1.898 11.577 283.3 15.40 UBI 15.25B ,00 2.946 7,00 4.00 3.00 0 ,0 4,07 ,00904 .085743 .35 3.108 3,00 I 1081.46 9.72 1.842 11.557 283.3 16.15 4.049 15.607 .00 2.946 7.00 4.00 3,00 0 .0 3,96 .00904 .097541 .39 3,108 3.00 I 1085,42 9.75 1.7B7 11.538 283.3 16,94 4.454 15.993 .00 2.946 7,00 4.00 3,00 0 ,0 I 3,85 .00904 .110973 .43 3,108 3.00 1089,26 9,79 1.733 11.520 283.3 17.76 4.900 16,419 .00 2,946 7.00 4.00 3.00 0 .0 I 3.74 .00904 .126267 .47 3,108 3.00 1093,00 9,82 1.681 11.501 283,3 IB,63 5,390 16,891 .00 2.946 7,00 4.00 3,00 0 ,0 I I 1.39 ,34000 ,027525 .04 .919 3,00 10,29 1.733 12.025 283,3 17.78 4.907 16.932 .00 2.946 7.00 4,00 3,00 0 ,0 1094.39 I l.24 ,34000 ,024218 ,03 ,919 3,00 1095.63 10,71 1.786 12.501 283,3 16.95 4.461 16,962 ,00 2.946 7.00 4,00 3,00 0 ,0 I 1.10 ,34000 ,021286 ,02 ,919 3,00 1096,73 11.09 1,841 12.930 283.3 16.16 4.056 16,985 ,00 2,946 7.00 4.00 3.00 0 .0 I ,97 .34000 .018712 ,02 .919 3,00 1097.70 11.42 1.897 13.317 283.3 15.41 3.687 17,003 .00 2.946 7,00 4,00 3.00 0 .0 I .86 ,34000 .016450 ,01 ,919 3.00 II 1098,56 11.71 1.955 13.666 283.3 14.69 3,352 17.018 .00 2,946 7.00 4.00 3.00 0 ,0 .75 .34000 ,014463 .01 .919 3.00 II II II ~ II II F0515P CD VeTS 4.0 PAGE ) WATER SURFACE PROFILE LISTING File: rcI3.WSP Study Date: 7-23- 4 Ti..: 13:24:59 II Rancho Co..unity Church I 8ridgeport Line A Ulti..te IDO-yr file RC13 by JPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGTI 8ASEI IL NO AV8" II ELEV OF FLOi ELEV HEAD GRD.fL. ELEV DEPTH OrA ZO NO. C;:':;' LIELEH SO SF AVE HF NORN DEPTH IR lltttttttttttttltttllllllltlllltlllltllltllllltlltllll11111111111111111111111111111111111111111111111111111111111111111111111111111 II 1099.32 11,97 2.014 13.981 283.3 14.01 3.047 17.028 .00 2,946 7,00 4.00 3,00 0 .0 .66 .34000 ,012717 .01 .919 3.00 11 1099.98 12.19 2,075 14.267 283.3 13,36 2.770 17.037 ,00 2.946 7.00 4.00 3,00 0 ,0 ,58 ,34000 .011181 .01 .919 3,00 II 1100.55 12,39 2.137 14.525 283.3 12.73 2.S18 17.043 .00 2.946 7,00 4,00 3.00 0 .0 ,SO .34000 .009834 0,00 ,919 3,00 II 1101.05 11.56 1,201 14.759 183.3 12.14 2,289 17.048 .00 2.946 7.00 4.00 3.00 0 ,0 JI ,43 .34000 .008648 0.00 ,919 3,00 1101.48 12.70 2.166 14.971 283.3 11.58 2.081 17,052 .00 2,946 7.00 4.00 3.00 0 .0 1.1 .37 ,34000 .007606 0,00 .919 3.00 1101.85 11.83 1.333 15.163 183.3 11.04 1.891 17.055 .00 2.946 7,00 4.00 3.00 0 ,0 11 ,31 ,34000 .006691 0,00 ,919 3.00 1102.16 12.93 2.401 15.337 183.3 10,51 1.710 17.057 .00 2,946 7,00 4.00 3.00 0 ,0 II .26 .34000 .005885 0,00 .919 3.00 1101,41 13.01 1,473 15.495 183,3 10.03 1.564 17.058 .00 1,946 ],00 4,00 3,00 0 ,0 II ,11 .34000 .005177 0.00 ,919 3.00 1101,63 13.09 1,545 15.638 183,3 9.57 1.411 17.059 ,00 1,946 7.00 4.00 3,00 0 ,0 11 ,16 .34000 ,ooms 0.00 ,919 3,00 1102,79 13.15 2,619 15.768 283,3 9.12 1.291 17.060 .00 2,946 7.00 4.00 3,00 0 .0 Ir .12 .34000 ,004007 0.00 .919 3.00 II 1102.91 13,19 2,695 15,886 183,3 8.70 1.175 17,061 ,00 2.946 7.00 4,00 3.00 0 ,0 ,09 .34000 .003516 0,00 ,919 3.00 II 1l II C(f9 II ;t "..f I STATION INVERT ELEV SO I L/Em "'1111111111111111111111111111111111111111111'11111111IIII1111111111111JII111111111111111111111111111111111111111111'Slll!III'!l:1 o FOSISP CD Vers 4.0 WATER SURFACE PROFILE liSTING File: rcl3.WSP Study Date: 7-23- 4 Tile: 13:24:59 Rancho COllunity Church I 8ridgeport line A Ultiaate 100-yr file RCI3 by lPN 7-23-04 DEPTH W.S, OF FLOW ELEV . 4,00 .OOSOO 1103.00 13.22 2.773 15.993 I 1107.00 13.24 2.800 16,040 5,79 .00500 . 1112.79 13,27 2.863 Ib.l32 2,21 .00500 .' ,85 ,00500 1115.00 13.28 2.946 16,226 . 1115.85 13,28 3.030 16,314 3.14 ,00500 .. 1119,00 13,30 3,116 16.416 .:;"', I, , . 6.76 ,00500 1125,7, 13,33 3.205 1'.539 , 9,24 ,00500 1135.00 13.38 3.274 lU54 I f$" 22,40 .00505 1157.40 13.49 3.3" 1'.859 . " . 52.19 .00505 1209,59 13.76 3.461 17.217 ..'..... ;- .' 32,41 .00505 1242.00 13,92 3.486 17,406 " ,> .. 26,00 ,00500 .'"' ,.' I' , a f!' 'i. ,. pi "" o VEL VEL HEAD SF AVE ENERGY GRO.EL. HF SUPER CRITICAL ELEV DEPTH PAGE H6T! OIA NORN DEPTH BASEl 10 NO, IL NO AVBPR CT~" . ...~ IR 283,3 8,29 1.068 17.061 .00 2.946 7.00 4,00 3.00 0 ,0 .003231 ,01 2.527 3,00 283,3 B.16 1.034 17.074 .00 2,946 283.3 7.86 283,3 7.49 283,3 7.14 283.3 6.81 .003010 .02 .959 17.091 .00 2,946 ,01 .002685 ,871 17.097 .22 2.946 ,01 .010840 .792 17.106 .20 2.946 .03 .009539 .720 17.136 .19 2.946 2.527 2,527 3.536 3.536 7.00 4,00 3.00 0 .0 3,00 7,00 4.00 3.00 0 ,0 3.00 7.00 4,00 3.00 0 ,0 3.00 7,00 4.00 3.00 0 .0 3.00 ,008395 ,06 3,536 3.00 7.00 4.00 3,00 0 ,0 283.3 6,49 ,655 17,193 ,17 2,946 7,00 4.00 3,00 0 ,0 183,3 6.1, 283,3 5,97 28U 5.69 283.3 5.62 ,007493 ,07 .609 17.163 ,00 2.946 ,15 ,006700 .553 17.413 ,00 2,946 ,31 ,005897 .503 17.720 .00 2.946 .18 ,005430 .491 17.897 .14 2.946 .14 .005287 3.536 3,529 3.519 3,529 3.536 3,00 7,00 4.00 3.00 0 .0 3,00 7,00 4.00 3,00 0 .0 3.00 7,00 4,00 3.00 0 ,0 3,00 7.00 4.00 3,00 0 .0 3.00 ~ I FOSlSP CO Vers 4,0 PAG, WATER SURFRCE PROFILE LISTING File: TcI3.WSP Study Date: 7-23- 4 Till: 13:24:l9 I Rancho Co..unity Church I Bridge~ort Line A Ulti..te 100-YT file RCI3 bY JPN 7-23-04 I STATION INVERT DEPTH W.S, 0 VEL VEL ENER6Y SUPER CRITICAL H6TI BRSEI II NO AV8P,R ELEV OF FLOW ElEV HEAD GRD,". EL,y DEPTH DIA !~ ~C-. =!:.; L/ELEN SO SF RVE HF NORN DEPTH Ii *t.*.lttttllllllllllllllllllllllll.tttttttttttttttttlllJlttlllltttltlttttttttttttlltlttltlltttllll1ttttllttltltttllttlttttttllttttl I 1268,00 14 .Ol 3.l01 17.5l1 283.3 5.58 ,483 IB.034 .00 2,946 7.00 4,00 3,00 0 ,0 TRRNS STR ,00lOO ,003098 ,27 3,00 I 13l4.00 lU8 3.752 18.232 183,3 2.63 .107 18.339 ,00 2.083 3.00 10.00 5,00 0 .0 .26 .37333 .001027 0,00 ,864 5.00 I 1354.26 14.18 3.645 18,212 183.3 2.75 .118 18.339 ,00 2.083 3,00 10,00 5.00 0 ,0 I .2l ,37333 .001167 0.00 ,864 l,OO 13lUl 14.67 3.l41 18.210 283.3 2.B9 .130 18,340 ,00 2,083 3.00 10.00 l.OO 0 ,0 I .24 .37333 .001327 0,00 ,864 l.OO 1354.75 14.76 3.439 18.197 283.3 3.03 .142 1B.340 ,00 2.083 3.00 10.00 l.OO 0 .0 I ,23 .37333 ,00lStO 0,00 ,864 l,OO 1354,97 14.84 3,340 18,184 283,3 3,IB .157 18.340 ,00 2.083 3,00 10.00 l.OO 0 .0 I ,22 .37333 .001717 0,00 .864 l,OO 1315,19 14.92 3.243 18,168 283.3 3,33 .172 18,341 .00 2,OB3 3,00 10.00 l.OO 0 .0 I ,21 ,37333 .001953 0,00 ,864 l,OO 1355,40 15.00 3.149 18.151 283.3 3.49 ,190 18,341 .00 2.083 3.00 10,00 5.00 0 ,0 I ,20 .37333 .001221 0.00 ,864 l,OO 1355,60 15.08 3,Ol7 18.133 283.3 3.66 ,209 18,341 ,00 2.083 3.00 10,00 5.00 0 ,0 I ,02 .37333 .001378 0,00 .864 5.00 1355.61 15,08 3.049 18.131 283.3 3,68 ,210 18.341 .00 1,083 3.00 10.00 5,00 0 ,0 I HYDRAULIC JUNP 5,00 I 135l,61 Il,08 1.321 16.403 283,3 12.92 2.591 18,994 ,00 2,083 3,00 10.00 5,00 0 .0 ,31 ,37333 .071115 ,02 ,864 5.00 I I I I ~ I F0515P CO Ve" 4.0 PAGE , WATER SURFACE PROFILE LISTING File: rc13.W5P Study Date: 7-23- 4 Ti..: 13:24:59 I Rancho COllunity Church J Bridgeport Line A Ultiute 100-1' file RC13 by JPN 7-23-04 STATION INVERT OEPTH W.S. 0 VEL VEL ENERBY SUPER CRITICAL HGTI 8A5EI ZL NO Av=~~ I ELEV OF FLOW ELEV HEAO GRO,EL. ELEV OEPTH DrA :~ ';:. ., LJELEN SO SF AVE HF NORN OEPTH ZR ttlttlltlllltttlllltlllllllJIllllllltll11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I 1355,92 15.20 1.343 16.541 283.3 12,62 2.474 19.015 ,00 2.083 3,00 10.00 5,00 0 ., ,58 ,37333 .065456 ,04 .864 5,00 I 1356,50 15,41 1.389 16,804 283,3 12.03 2,249 19.053 .00 2.083 3.00 10,00 5.00 0 .0 .50 .37333 ,057337 .03 ,864 5,00 I 1357.00 15.60 1.437 17.037 283,3 11.47 2.044 19.081 .00 2.083 3,00 10.00 5.00 0 .0 JUNCT 5TR ,00800 .012246 .24 5,00 I 1377.00 15.76 1.399 17.159 282.1 11.86 2,185 19,344 .00 2,078 3,00 10,00 5.00 0 .0 I TRANS STR .00500 .035277 .71 5,00 1397,00 15,86 3,295 19,155 282.1 8.08 1.015 20.170 ,50 3.295 5,00 4.00 2.00 0 ,0 I ,97 ,00500 ,010927 .01 3,989 2,00 1397.97 15.86 3.393 19.258 282,1 7,71 ,923 20.180 .47 3.295 5.00 4.00 2.00 0 .0 I 3.60 ,00500 ,009614 .03 3.989 2.00 1401.57 15.88 3.494 19,376 282,1 7.35 ,839 20,215 ,43 3.295 5,00 4.00 2,00 0 ,0 I U5 .00500 ,008460 .07 3,989 2.00 1409,32 15,92 3.597 19,518 282,1 7.01 .762 20.281 .40 3,295 5.00 4.00 2.00 0 .0 I 7.68 .00500 ,007632 ,06 3,989 2,00 1417,00 15,96 3.659 19,619 282,1 6,81 .721 20,339 .00 3,295 5,00 4.00 2,00 0 ,0 I JUNCT 5TR .00500 ,005948 .01 2,00 1419.00 15,97 3.952 19.922 263.6 5.60 .487 20,410 .28 3,187 5.00 4,00 2.00 0 ,0 I 17.00 ,00529 ,004603 ,08 3.821 2,00 1436.00 16,06 3.932 19,992 263,6 5,65 .496 20,488 .00 3.187 5,00 4.00 2,00 0 ,0 I 194,81 .00497 .00480, .94 3,875 2,00 I I I I ~ I F0515P CO Vers 4.0 PAGE I WATER SURFACE PROFILE LISTING File: rclUSP Study Date: 7-23- 4 Ti..: 13:24:59 I Rancho COllunity Church I Bridgeport Line A I Ultioate loO-yr file RC13 by 3PN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL H6TI BASEl lL NO AVBPR I ELEV OF FLOW ELEV HEAD 6RD,EL. ELEV DEPTH OIA [0 NO. P'-' :::'1 lIELEN SO SF AVE HF NORN DEPTH lR 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I 1630,81 17.03 3.875 20.904 263.6 5.79 .520 21.414 .00 3.187 5.00 4,00 2.00 0 ,0 169.19 .00497 .004956 .84 3.875 2.00 I 1800,00 17.87 3.875 21.745 263,6 5.79 .S20 22.265 .26 3.187 5,00 4.00 2.00 0 ,0 58.00 .00500 .004976 .29 3.B70 1,00 I IB58.00 18.16 3.873 22.033 163.6 5.79 .521 22.554 .00 3.187 5.00 4.00 2.00 0 .0 JUNCT 5TR .00595 .005045 ,40 2,00 I 1937,00 IB,63 3.B17 12.447 158,5 5.82 .526 12,9]3 .00 3.158 5.00 4.00 2,00 0 .0 207.41 .00471 .004900 1.02 3,889 2.00 I 2144,42 19,61 3,889 23,49$ 258.5 5.64 ,495 23.990 .00 3.158 5.00 4.00 2.00 0 .0 I 47,5B .00471 ,004691 ,22 3.8B9 2.00 1192.00 19.B3 3.889 23,719 258.5 5.64 ,49$ 14.214 .00 3.158 5.00 4,00 1,00 0 .0 I JUNCT 5TR .00500 .004403 .18 2,00 2232,00 20,03 3,951 23.981 250,1 5,32 .43\ 24,420 ,00 3.107 5.00 4,00 2.00 0 .0 I 109.72 .00500 .004381 ,48 3,779 1,00 5.00 2341.72 20,58 3,840 24.418 250.J 5.58 .483 24,901 ,00 3.J07 4,00 2.00 0 ,0 I 140,28 ,00500 .004798 .67 3,779 2,00 2482.00 21.28 3,790 25.070 250.1 5.70 ,504 25.575 .00 3.107 5.00 4.00 2,00 0 ,0 I JUNCT STR ,00500 ,004654 ,19 2,00 2522.00 21.48 3,850 25,330 243.8 5,41 ,455 15.785 ,00 3.068 5.00 4,00 2.00 0 .0 I 194.51 ,ocsoo .004671 ,91 3.736 1,00 2716.51 22,45 3,741 16,194 143,8 5.68 .500 26.094 ,00 3,068 5.00 4,00 2,00 0 ,0 I 63.49 ,00500 .004177 ,32 3,736 2.00 I I I I o,p I F05l5P CD Vers 4.0 PAG, 8 WATER SURFACE PROFILE lISTING File: rcl3.WSP Study Date: 7-23- 4 Ti..: 13:24:59 I Rancho Co..unity Church I Bridgeport line A Ultioate 10D-yr file RCI3 by JPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEl ENERGY SUPER CRITICAL HGTI BASEl /l NO AVSPR I ElEV OF FLOW ElEV HEAD GRD ,EL. fLEV DEPTH OIA 10 HO, .. l/ElEH SO SF AVE HF NORH DEPTH /R Ittttttttttttlttttlltlttttttltlttttlttltltltttltttltttttttttttlttlltltlttttttttttlltlttltltlttlttttlttlttllltltltltttlttttltttttltl I 2780,00 22.77 3.739 26.509 243.8 5.68 ,501 27.010 ,00 3.068 5,00 4,00 2,00 0 .0 JUNO STR .00500 ,004744 .01 2,00 '1 2782,00 22.78 3,795 26.575 239,6 5.45 .461 27,036 .00 3.041 5,00 4,00 2.00 0 .0 198.59 ,00502 ,004756 ,94 3.703 2,00 I 2980,59 23.78 3.703 27.481 239.6 5.67 ,500 27.980 ,00 3,041 5,00 4,00 2,00 0 ,0 6,41 ,00502 .005008 ,03 3.703 2,00 I 2987,00 23.81 3.703 27.513 239.6 5.67 .500 28.013 .00 3.041 5.00 4.00 2.00 0 .0 I JUNO STR ,00500 ,003733 .04 2,00 2997.00 23.86 4.042 27,902 203.0 4.16 ,268 28.170 ,00 2.801 5.00 4.00 2.00 0 ,0 I 10,53 ,01089 .002609 ,03 2,872 2.00 3007,53 23,97 3,928 27 ,902 203.0 4,36 .295 28.197 .00 2,801 5,00 4,00 2.00 0 .0 , 10.31 ,01089 ,002964 .03 2,872 2,00 3017,83 24,09 3.817 27.903 203.0 4.57 ,325 28.228 ,00 2.801 5,00 4,00 2.00 0 .0 I 10.11 ,01089 .003368 .03 2.872 2,00 3027.94 24.20 3.708 27.905 203,0 4.80 ,357 28.262 .00 2,801 5.00 4,00 2,00 0 ,0 I ,56 .01089 ,003597 0,00 2,872 2,00 3028.50 24.20 3.702 27,905 203.0 4,81 ,359 28,26' ,00 2,801 5,00 4.00 2.00 0 ,0 I HYORAUlIC JUHP 2.00 3028.50 24.20 2.039 26.142 20U 12.33 2.360 28,602 ,00 2,801 5.00 4.00 2.00 0 .0 I .28 ,01089 .045775 .01 2,872 2,00 3028.77 24.21 2,038 26,244 203.0 12,33 2,362 28.606 ,00 2.801 5.00 4,00 2,00 0 .0 I 4,53 .01089 .048973 .22 2,872 2.00 I I I I l1.N I f0515P to Yers 4.0 P~G~ , WATER 5URfACE PROfiLE LI5TING file: rcI3.W5P 5tudy Date: 7-23- 4 Tile: 13:24:59 I, Rancho COllunity Church I Bridgeport Line A Ultinte 100-yr file RC13 by JPN 7-23-04 STATION INVERT DEPTH W.5. 0 VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR I ELEV Of FLOW ELEV HEAD GRO.EL, ELEV DEPTH DIA 10 NO. 0.... , ~::-. L/ELEN 50 SF AVE HF NORN DEPTH ZR 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I 3033.30 24.26 1.974 26.230 203,0 12.94 2.599 28.B2B ,00 2.801 5.00 4,00 2.00 0 ,0 4,41 ,01089 .055752 .25 1.872 2,00 I 3037.71 2UO 1.911 26.216 103.0 13.57 2.858 29.074 .00 2,801 5,00 4.00 1.00 0 ,0 4.29 .01089 .063478 .27 2,871 2.00 I 3042.00 2U5 1.852 26.202 203.0 14.23 3.144 29.346 .00 2.801 5.00 4.00 1.00 0 .0 I WALL EXIT 1,00 3042,00 2U5 3,948 28.298 203.0 11.62 2.098 30.396 .00 4.031 5.15 .00 .00 0 ,0 I 340,51 ,00559 .005598 1.91 3,948 ,00 3382.51 26,26 3.948 30,203 203,0 11.62 2.098 32.301 .00 4.031 5.15 .00 .00 0 ,0 I 19,49 ,00559 ,005469 .16 3,948 .00 3412,00 26.42 4,031 30,451 103.0 11.38 2.011 32,463 ,00 4.031 5.15 .00 ,00 0 ,0 I JUNO 5TR ,01000 .004754 0,00 .00 3413.00 26.43 4.532 30.961 199,5 10,04 1.566 32,528 ,00 3.998 5,25 ,00 .00 0 .0 I 61.70 ,00556 ,004323 .27 3,903 ,00 3474.70 16.77 U27 3l.!00 199,5 10,45 1.696 32.796 .00 3,998 5.15 ,00 ,00 0 ,0 I HYDRAULIC JUNP ,00 3474.70 26,77 3,685 30,458 199.5 12,29 1.345 32.803 ,00 3,998 5.25 ,00 .00 0 .0 I 19,30 ,00556 ,006475 .12 3,903 ,00 I 3494,00 16.88 3.655 30,535 199.S 11.40 2,387 32.912 ,00 3.998 5.15 .00 ,00 0 ,0 JUNCT 5TR .04167 ,00713\ .04 .00 I 3500,00 27,13 3,952 31.082 191.0 11.47 2.044 33,116 .00 3,952 5.00 ,00 ,00 0 .0 18,91 ,00564 ,005695 ,11 3.996 .00 I I I I 6..,q) I F0515P CD Vers 4,0 Pno, le WATER SURFACE PROFILE LISTING File: rcI3.WSP Study Date: 7-23- 4 Tile: 13:24:59 I Rancho Co..unity Church I Bridgeport Line A ultime 100-yr file RCI3 by JPN 7-23-04 STATION INVERT DEPTH W.S, 0 VEL VEL ENER6Y SUPER CRITICAL H6TI BASEl lL N0 AVEP., I ELEV OF FLOW ELEV HEAD GRO.EL, ELEV DEPTH OIA :~ ~:, .. L/ELEM SO sF AVE HF NORM DEPTH lR l11111111111111111111111111111111111111111Jl1Jl1111111tllltlltllllltllllllllllllllllllllltllllllllllllttlttl11llltllllllllllllllllJ I 351B,91 27,24 3.996 31.233 191.0 11.35 2.002 33.234 ,00 3.952 5,00 ,00 ,00 0 ,0 153.09 ,00564 .005623 .86 3,996 ,00 I 3672.00 2B.I0 3,996 32.096 191,0 11.35 2.002 34.09B .00 3.952 5.00 .00 ,00 0 ,0 JUNCT 5TR ,00500 .005913 .01 ,00 I 3674.00 28.11 4.489 32.599 187.2 10.07 !.S76 34.175 .00 3.915 5,00 .00 ,00 0 ,0 I 120.27 .00557 .004729 .57 3,940 .00 3794.27 28.78 4,230 33.010 187,2 10.57 1.734 34.744 .00 3.915 5.00 .00 .00 0 ,0 I 53,73 .00557 .005023 ,27 3,940 .00 3848.00 29,08 4,108 33,188 1B7.2 10,84 1.826 35.014 ,00 3.915 5.00 ,00 .00 0 .0 I JUNCT 5TR ,01000 ,004989 0,00 .00 3849.00 29.09 4.239 33,329 186.2 10,49 1.709 35.038 ,00 3,906 5.00 .00 ,00 0 .0 I 85,69 ,00561 .005064 ,43 3,906 .00 3934.69 29.57 4.021 33.592 186.2 11.00 1.880 35,472 ,00 3,90b 5.00 .00 ,00 0 .0 I 41,53 ,005b1 ,005447 ,23 3.906 .00 3970.22 29.80 3.90b 33.710 186.2 11.31 1.988 35.698 .00 3,906 5,00 ,00 ,00 0 .0 I 2.78 .00561 ,005599 .02 3,906 .00 3979,00 29.82 3.90b 33,726 1B6.2 11,31 1.988 35.714 .00 3.90b 5,00 .00 .00 0 .0 I JUNCT 5TR ,00600 ,005654 ,03 ,00 3984,00 29,85 4.582 34.432 179,6 9.53 1.410 35,842 ,00 3.838 5.00 .00 .00 0 .0 I 106.63 .00557 .004268 ,46 3.793 ,00 I 4090.63 30,44 4,303 34.747 179.6 9.99 !.S50 36,297 .00 3,838 5.00 ,00 ,00 0 .0 bO.37 ,00557 ,004\55 .28 3.793 ,00 I I I I G.?o I F0515P CO Vers 4.0 PAGE WATER 5URFACE PROFILE lISTING File: reI3.WSP Study Date: 7-23- 4 Ti.e: 13:WS9 I Rancho COllunity Church I Bridgeport line A Ultime 100-YT file RC13 by JPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ 8ASEI Zl NO AvSP~ I ELEV OF FLOW ELEV 10% HEAD GRD.El, ELEV DEPTH OIA ID NG. .., l/ELEN SO SF AVE HF NORN DEPTH ZR SttltttttttttttttlttlttttltlttltttttlllltttttttlttllltlltttltltlJlllltltllllltllllllllllllltlllltllltllltll111111111111111111111111 I 4151.00 3U8 4.120 34.100 179.6 10.3B 1.672 36.572 ,00 3.838 5,00 .00 .00 0 ,0 JUNCT 5TR .00500 ,004950 ,01 ,00 I 4153.00 30.79 4.590 35.380 172.8 9.16 1.302 36.682 .00 3.768 5,00 ,00 .00 0 ,0 150,54 ,00558 .004576 ,69 3,915 ,00 I 4303.54 31.63 4.309 35.939 172.8 9.60 1.432 37.371 .00 3.768 5,00 .00 .00 0 .0 98.46 .00558 .004875 ,48 3,915 ,00 I 4402.00 32,18 4.131 36,311 172.8 9,96 1.540 37.851 .00 3.768 5.00 .00 .00 0 ,0 I JUNeT 5TR .05000 .005096 ,05 .00 , , 4412.00 32.68 4,440 37.120 ) 137.4 8.66 1.165 38.285 ,00 3.448 4,50 ,00 .00 0 ,0 I 87.00 ,00563 .005086 ,44 3.700 ,00 4499,00 33,17 U83 37.553 137.4 8.70 1.176 38,728 ,00 3.448 4.50 ,00 .00 0 .0 I JUNCT 5TR ,00500 ,004713 ,01 .00 4501.00 33.l8 4.798 37,978 121.3 7,63 .903 38,881 .00 3,243 4,50 .00 .00 0 ,0 I 60,88 ,00930 ,004385 .27 2,745 .00 4561.88 33,75 4.500 38,246 121.3 7,63 ,903 39.149 .00 3,243 4,50 ,00 .00 0 ,0 I 62.76 ,00930 ,004109 ,26 2,745 ,00 4624.63 34,33 4.083 38,413 121.3 8.00 ,994 39.406 ,00 3,243 4.50 ,00 .00 0 .0 I 26,95 .00930 ,003996 .ll 2.745 .00 4651.5B 34.58 3.841 3B.421 121.3 8.39 1.093 39.514 .00 3.243 4.50 .00 ,00 0 .0 I 5,46 .00930 ,004176 .02 2.745 ,00 46; 7.0 5 34.63 3.787 38,418 121.3 8.49 1.120 39,538 ,00 3,243 4,50 ,00 ,00 0 ,0 I HYDRAULIC JUNP .00 I I I I ~ I F05t5P CD Ve" 4.0 DAEE " WATER SURFACE PROFILE LISTING File: rcl3.m Study Date: 7-23- 4 Tiae: 13:24:59 I Rancho Coa.unity Church I Bridgeport Line A Ultinte 1DO-,r file RC13 b, JPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL Ne A~S~,~ I ELEV OF FLOW ELEV HEAD GRD.El, ELEV DEPTH D!~ :0 SC. . .. LIELEN SO SF AVE HF NORN DEPTH ZR JSISZzsrSttttlJllttttttlltrltttJllttttttttttttttttttJIttttttttllttJltltttltlttttltllttlJttllltlltttttltttJtt1IIIltlltlllltl1111J1JJ I 4657,05 34,63 2.760 37,39l 121.3 11.86 2,184 3U75 .00 3.243 4.50 ,00 .00 0 ,0 138.00 .00930 .008716 1.20 2.745 .00 I 4795,05 35,91 2.853 38.768 121.3 11.41 2.021 40.788 .00 3,243 4.50 ,00 .00 .0 42.70 ,00930 .007824 ,33 2.745 .00 I 4837.75 36.31 2,974 39,285 121.3 10,88 1.837 41,123 .00 3.243 4.50 ,00 .00 0 .0 16,17 ,00930 ,006955 .11 2.745 .00 , I 4853,92 36,46 3.103 39.565 121.3 10.37 1.670 41.235 .00 3,243 4.50 .00 ,00 0 .0 I 4,08 .00930 ,006t97 .03 2.745 ,00 4858.00 36.50 3,243 39.743 121.3 9.89 1.517 41.260 .00 3.243 4,50 .00 .00 0 .0 I JUNCT 5TR ,06250 .005561 .02 ,00 4862.00 3U5 3,411 40,161 111.7 9.15 1.301 41,462 ,00 3.155 4.25 .00 ,00 0 ,0 I 5,80 ,00641 ,004600 .03 2.946 ,00 4867,80 36.79 3.375 40,163 111.7 9.25 1.327 41.490 ,00 3.155 4.25 .00 ,00 0 ,0 I HYDRAULIC JUNP .00 4867,80 36,79 2,946 39.733 111.7 10,64 1.759 41.493 .00 3,155 4.25 ,00 .00 0 ,0 I 242,06 .00641 ,006406 1.55 2,946 .00 5109,86 38.34 2,946 41.284 111.7 10,64 1.759 43,044 ,00 3.155 4.25 .00 ,00 ,0 I 93,33 .00641 .006218 ,58 2,946 .00 5203.19 38.94 3,015 41.952 111.7 10,38 1.672 43.624 ,00 3,155 4.25 ,00 .00 .0 I 19,31 ,00641 ,005710 .11 2.946 ,00 I 5222.50 39.06 3,155 42.215 111.7 9,89 1.519 43,734 ,00 3.155 4.25 .00 .00 0 ,0 JUNCT 5TR ,00667 ,004501 .01 ,00 I I I I c6 I F0515P CO Vers '.0 PAGE 13 WAIER SURFACE PROFILE LIS lING File: rcI3.WSP Study Date: 7-23- 4 Tilt: 13:24:59 ! I Rancho Co..unity Church I Bridgeport Line A Ultieate loo-yr file RCI3 by lPN 7-23-04 STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRIlICAl H6TI BASEl ZL NO AVBPR I ELEV OF FLOW mv HEAD GRo.", ELEV oEPIH D" m SC. ~::, ." l/ElEN SO SF AVE HF NORN DEPTH ZR %%llllllllllllllttttlttttlttttttltttttttttttltttttlttlttltttttlttttttltttltttll1ttlltttttttltltltttttttttltlttttll!!!:!!lt!!t!!t!t! I 5224.00 39.07 3.737 42,B07 106.9 B,09 1.017 43.B23 .00 3.0B8 4.25 ,00 ,00 0 ,0 40.70 .00632 .003763 .15 2.866 ,00 I 5264.10 39.33 3.531 42.858 106.9 8,49 !.l18 43.976 ,00 3,088 4.25 ,00 ,00 0 .0 29,05 ,00632 .00411Z .12 2,866 .00 I 5293.74 39,51 3.355 42,866 106.9 8,90 1.230 44,096 .00 3.088 US .00 ,00 0 ,0 5,85 ,00632 ,004363 ,03 Z.866 ,00 I 5299,60 39.55 3.316 42.864 106.9 9.00 1.258 ".122 .00 3,088 4.25 .00 ,00 0 .0 HYORAUUC JUNP ,00 I 5299,60 3U5 2.866 42.414 106.9 10.50 1.713 .. ,127 ,00 3.0B8 US ,00 .00 0 ,0 I 88.90 ,00632 .006233 .55 2,B66 ,00 5388,50 40,Jj 2.895 43,005 106.9 10,38 1.675 ".680 .00 3.088 US .00 ,00 0 .0 I JUNCi SIR .01333 .006254 ,01 ,00 5390,00 40.13 2,851 42.981 106.5 10,53 1.710 44.701 ,00 3.082 4,25 ,00 ,00 0 ,0 I 60,03 .00653 ,006087 ,37 2.824 ,00 106.5 10.14 1.597 45.067 ,00 3.082 US ,00 ,00 0 .0 5450,03 40,52 2,948 43,470 I 11.9i .00653 .005500 ,07 2.824 .00 5462,00 40,60 3,082 43.682 106.5 9,67 1.451 45,133 ,00 3,082 US ,00 ,00 0 .0 I WALL ENIRANCE .00 5462.00 40.60 4.465 45.065 106.5 5.61 .489 45,554 ,00 2,692 5.00 4.25 .00 0 .0 I JUNCT SIR ,07000 ,000894 ,02 ,00 5482.00 42.00 4,070 46.070 19,1 !.l0 .019 46,089 .00 ,856 5,00 US .00 0 .0 I WAll EXli ,00 I I I I afq I I. I FOSI5P CD Vers 4.0 WATER SURFACE PROFILE LISTING File: rel3,WSP Study Date: 7-23- 4 Tile: 13:24:59 Rancho COllunity Church I Bridgeport Line A Ultilate 100-yr file RCI3 by JPN 7-23-04 STATION INVERT DEPTH W.5, 0 VEL VEL ENERGY SUPER CRIT/CAL HGT! BASE! ,L Ne AV5'; ELEV OF FLOW ELEV HEAD GRO,EL. ELEV DEPTH or;;, ~:. L/ELEN SO SF AVE HF NDRN DEPTH ,R SStlStSllltZllltltttllltltltltltltttltllttlltllttltll111111111'11111111111111111111111111111'11111111111111111111111111111111111111 PAGE 14 '. 5482.00 42.00 4,071 46.071 19.1 3,89 .235 46.306 ,00 1,482 2.50 .00 .00 0 ,0 28,44 .05775 .002494 .07 ,773 ,00 I 5510.44 43.64 2.500 46.143 19.1 3,89 .235 46.378 ,00 1.482 2,50 ,00 ,00 0 ,0 1.18 .05775 ,002347 0.00 .773 .00 I 5511.62 43.71 2,431 46.141 19.1 3.92 ,239 46.3BO .00 1.482 2.50 ,00 ,00 0 .0 HYDRAULIC JUNP .00 I 5511.62 43.71 ,B54 44,565 19.1 12.B9 2.580 47.145 .00 1,482 2,50 ,00 .00 0 .0 I 8,60 ,05775 ,037369 ,32 ,773 .00 5520,22 44.21 ,BB5 45,092 19.1 12.29 2,345 47,437 .00 1.482 2,50 ,00 .00 0 .0 I 7,27 ,05775 ,032752 ,24 ,773 .00 5527,49 44.63 .916 45.m 19.1 11.72 2.132 47.675 ,00 1.482 2.50 .00 ,00 0 .0 I 5,54 .05775 .028719 ,16 .773 .00 5533.03 44,95 .949 45.896 19.1 11.17 1.938 47.834 ,00 1.482 2.50 ,00 .00 0 .0 I 4.36 .05775 ,025191 ,11 ,773 .00 5537,39 45.20 ,983 46,IB2 19.1 IUS 1.762 47,944 .00 1.482 2,50 ,00 ,00 0 ,0 I 3.4\ .05775 ,022105 .08 .773 ,00 5540.88 45,40 1,019 46.420 19.1 10,16 1.602 48.021 ,00 1.482 2.50 .00 ,00 0 ,0 I 2,83 ,05775 .019405 ,OS ,773 ,00 5543.71 45,56 1.056 46,620 19.1 9.68 1.456 48,076 .00 1.482 2.50 .00 .00 0 .0 I 2.30 ,05775 ,017042 .04 ,773 ,00 I 5546.01 45.70 1,095 46,792 19.1 9.23 1.324 48,115 ,00 1.482 2.50 .00 .00 0 ,0 1.86 .05775 .014974 .03 ,773 ,00 I I I I 01\ I FOSISP CD Ye" 4,0 PAGE 15 WATER SURFACE PROFILE LISTING File: rcl3.WSP Study Date: 7-23- 4 Tile: 13:24:59 I Rancho Co..unity Church / Bridgeport line A Ulti"t. 100-yr file RC13 by lPN 7-23-04 STAIIOH INVERT DEPTH W.S, 0 YEl YEL EHERGY SUPER CRITICAL HGTI BASEl lL HO AYBPR I ELEY OF FLOW ELEY HEAD GRO,EL, ELEV OmH OIA :~ NO. ~ ~ :..~ L/EltH SO SF AYE HF HORH DEPTH lR Ililllllllll1JlttttttttllllltttttttlttttlttttltttttlttIlttttZI!I!lt!!I!I!ltlll!I!ltlll!t!"lllt:!I!I!II!llllIttttttlttttltltlltlttl I SS47,B7 4S,BO 1.136 46.940 19.1 B.80 1.204 48.143 ,00 1.482 2.S0 .00 ,00 .0 1.50 .05775 ,013165 .02 .773 .00 I 5549.38 45,89 1.178 47.069 19.1 8.39 1.094 48.163 .00 1.482 2,50 ,DO ,DO 0 ,0 1.19 ,0577S ,011581 .01 ,773 ,00 I SSSU7 45.96 1.223 47,182 19.1 8.00 ,995 48.177 .00 1.482 2,50 .00 ,00 0 .0 ,92 ,05775 .010195 ,01 .773 .00 I 5551.49 40 ,01 1.269 47 .282 19.1 7.63 .904 48.186 .00 1.482 2,50 ,00 .00 0 ,0 I .68 .05775 ,008981 .01 .773 .00 5552,17 46.05 1.318 47,370 19.1 7.28 ,822 48.192 ,00 1.482 2.50 ,DO ,00 0 ,0 I ,47 .05775 ,007918 0.00 .773 .00 SSS2.b4 40,08 1.370 47.449 19,1 6.94 .747 48.196 ,00 1.4B2 2.50 ,00 ,00 0 .0 I ,27 .05775 ,006988 0.00 ,773 .00 5552,91 46.09 1.424 47,519 19,1 6.61 .679 48,198 ,00 1.482 2.50 ,DO ,00 0 ,0 I .09 .05775 .006168 0,00 .773 ,00 5553.00 46.10 1.482 47.582 19.1 6.30 .617 48,199 .00 1.482 2.50 ,00 .00 0 .0 I TRANS 5TR ,02000 ,002934 ,01 .00 5558,00 40,20 2.053 48.253 19.1 1.15 ,020 48,273 ,00 ,778 5,00 4,00 2,00 0 ,0 I I I I I I I C\'b I I I I I I I I I I I I I I I I I I I LINE B Of\ I 'I I I I I I I I I I I I I I I I I I 11 Rancho COllunity Church I Bridgeoort - Ultllate 100-yr T2 line B frol JS @ 44+12 on line ~ "Ith line B Q reouced 9\ to Ie of lIne ~ 13 by JPH 5-01-04 file RCB4 sa 1010.5B 33.31 I R 1026.63 33.39 1 R 1078.15 33.65 1 R 1184. 34.1B 1 JX 1185. 34.19 1 5 R 1306.00 34.79 I R 1376.69 35.14 1 R 1447.15 35.49 1 JX 1453.24 36.02 ' 2 R 16BB. 37.2 " JX 1689.5 37.21 3 0 R 1890.00 3S.20 WE 1390.00 3B.20 4 JX 1900.00 39.00 4 WX 1900. 39.00 6 .013 .013 .013 .013 .013 .013 .013 .014 .013 .013 .013 .200 .014 1.0 IB.7 9.8 3B.2 35.IB 36.30 3:.: 40. .. '-- 4..c .Oll WE 2155. 41.6 6 SH 2155.00 4l.O0 6 43.40 CO 4 0 .00 3.00 .00 .00 .00 .00 CD 2 4 0 .00 2.00 .00 .00 .00 .00 CD 3 4 0 .00 2.50 .00 .00 .00 .00 CO 4 2 0 .00 4.00 3.50 .00 .00 .00 CD 5 4 1.0 CD , 4 ' - CD 7 0 .00 .B3 10.00 .00 0'-' or, - . , . - 0 9.: .0 0 ?l : .00 66.00 70.00 .00 90.00 .00 45.00 .00 0 .00 0 .00 0 .00 0 I 60. .00 45.00 0 .00 90. (;!J(/~Rl.JS 1. i \fP I I I I I I I I I I I I I I I I I I I f05l5P N~IER SURf~CE PROfILE - CH~NNEl DEfINITION LIS1ING PHS! file: rcb4.NSP Stuoy Oate: 5- 1- 4 lue: 11:16:31 CARD SECl CHN NO Of ~YE PIER HEIGHl 1 BASE ZL IR IHY Y11) Y12) y(31 1141 1151 1161 117J IIBI 1191 1110) caDE NO TYPE PIERS NID1H o I ~HETER NID1H DROP CD 4 3.00 CD 4 2.00 CD 3 4 2.50 CD 4 2 0 .00 UD 3.50 .00 CD 5 4 LOO cr, 6 4 1.50 CD , 0 .00 .83 10.00 .00 ..p I I I I I I I I I I I I I I I I I I I f 051 5 P PRGE NO 2 WA1ER SURf~CE PROfILE - ElEHENl CARD lIS1ING ElEHENl NO 1 IS R SIS1EM OUllEl . . . UtS D~IA SIATION IN VERI SECl W S HEY 1010.5B 33.31 1 38.20 ElEHENl NO 2 IS A RE~CH . . . U/S DHTA SIATION IHYERI SECl N RAOILIS ANGLE HNG PT I'IA~ ~ 102b.63 33.39 .013 .00 .O( .Ot ElEml NO 3 IS A REACH . . . UtS DA1A SIATION IHVERI SECl N RADIUS ANGLE ANG PT H~N H 107B.15 33.65 1 .013 .0(' 66.00 .00 0 ElEml NO 4 IS A REACH . . . UtS DA1A SIATIDN IHVERI SECl N RADIUS HNGlE ANG PT HAN H llB4.00 34.18 I .013 .00 .00 .00 0 ELEHENl NO 5 IS A JUNCTION . . . . U!S DATA SIATION lHYERl SECT lAl-1 lAI-2 N 03 04 INYERT-3 INYERT-4 PHI 3 PHI 4 lIB5.00 34.19 1 5 0 .013 1.0 .0 35.18 .00 70.00 .00 ELEMENT NO 6 IS A REACH . . . U:': c~,; T A STATID, INYERT SECT N RA:D!V~ ANGlE ;~G ~T l'l~r. r. 1306.00 34.79 1 .013 .00 .00 .00 0 ELEMENT NO 7 IS A REACH . . U!S DATA SIATION INVERl SECl N RADIUS ANGLE ANG PT MAN H 1376.69 35.14 1 .013 .00 90.00 .00 0 ELEHENT NO 8 IS A REACH . . . IJ/S DRTR STATION INYERT SECT N RADIUS ANGLE ANG PI MAN H 144 i.l5 35.49 1 .013 .00 .00 .00 1 ELEMENT NG 9 IS A JUNCilON . . UIS D;,TA STATION INVERT SECl lA1-1 lAI-2 N i3 Q4 IHYERT-3 INYERT-4 PHI 3 PHI 4 1453.24 36.V2 , 2 0 .014 18.7 .0 3'.30 .00 45.00 .00 ELEMENT NO 10 I: A REACH '!.': %TA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 1686.0, 37.20 , .Oll .00 .00 .00 0 E~~MEN T ~J 11 IS A JUNC:IOH U/~ [Ih TA STATION INVERT SEOT LAT-l lAT-1 N 03 04 INVERT-, INYERT-4 PHI 3 PHI 4 1609.50 37.21 3 6 0 .'113 3.3 " 37.70 .00 60.00 .00 ., vJI I il I I I I I I I I I I I I I I I I I f 051 5 P P~GE NO 3 NATER SURf~CE PROFILE - ELENENl C~RD lIS1ING ELEWENT NO 12 IS A REACH . . . U/S DATA SIATJON IHYERI SECT N RADIUS ANGLE ~NG PT W~N H 1890.00 38.20 3 .013 .00 .00 45.00 0 ELEMENT NO 13 IS A N~lL EN1RANCE . UtS DA1~ SIATION INYERl SECT fP 1890.00 3B.20 4 .200 ElEMENl NO 14 IS A JUNCTION . . . . . . . U/S DA1A SIATION INYERT SECT lAl-1 LAT-2 N 03 04 INVERI-3 INYERT-4 PHI 3 PHI 4 1900.00 39.00 4 7 0 .014 9.8 .0 40.00 .00 90.00 .00 ElEMENl NO 15 IS A NAll EXIT UIS DATA SIATION INYERT SECl 1900.00 39.00 6 ElENENT NO 16 IS A REACH . . . U/S OATA STATION INYERT SECl N RADIUS .NGLE ANG PT HHN H 2155.00 41.60 6 .011 .00 .00 .00 0 ELEMENT NO 17 IS A WALL EN1RANCE . viS DATA STATION INVERT SECT FF 2155.00 41.60 6 .500 ELEWENT NO 18 IS A SIS1EW HEADNORIS . . UtS DA1R STATION INVERT SECT W S ElEY 2155.00 41.60 6 43.40 vJJ I f0515P CD Yers 4.0 PAGE MATER SURfACE PROfILE LISTING file: rCDUSP Study Oa te: 5- 1- 4 Tile: 11:16:31 ~. I Rancho COllunity Church I Bridgeport - Ultilate 100-yr COvf:KJJ S t..J /.J i: e line B frol JS @ 44+12 on line ~ .ith line B 0 reduced 9\ to Ie of line A by JPN 5-01-04 file RCB4 SlATTON INYERT OEPTH N.S. 0 YEl VEL ENERGY SUPER CRIT!C~l HG1! BASE; IL .~o Av90~ I ELEV Or flOW ElEY HE~O GRD.El. ElEY DEP1H DIA ID NO. pm ltElEW SO Sf AYE Nf NDR~ DEP1H IR iiiiiiiii*itiitttttittittttt*i*i*itttti*tittii'llllllltllllllilllll!llllllllllltll!lllllll'llltlll"lllllll.1IIIIllllltllltlllltltt I 1010.58 33.31 4.890 38.200 38.6 5.46 .463 38.663 .00 2.023 3.00 .C:O .00 0 .0 16.05 .00499 .003349 .05 2.066 .00 I 1026.63 33.39 4.864 38.254 38.6 5.46 .463 38.717 .00 2.023 3.00 .00 .00 0 .0 I 51.52 .00505 .003349 .17 2.057 .00 1078.15 33.65 4.ES6 38.506 3E.6 5.46 .463 38.969 .00 2.023 3.00 .00 .00 0 .0 I 105.85 .00501 .003349 .35 2.063 .00 1184.00 34.18 4.680 38.860 38.6 5.46 .463 39.323 .00 2.023 3.00 .00 .00 0 .0 I JUNCT STR .01000 .003272 0.00 .00 1185.00 34.19 4.715 38.905 37.7 5.33 .442 39.346 .00 1.999 3.00 .00 .00 0 .0 I 121.00 .00496 .003l95 .39 2.034 .00 I 1306.00 34. JQ 4.501 39.291 37.7 5.33 .442 39.733 .00 1.999 3.00 .00 .00 0 .0 70.69 .00495 .003195 .23 2.036 .00 I 1376.69 35.14 4.405 39.605 -, , 5.33 .442 40.047 .00 1.999 3.00 .00 .00 0 .0 ~,. , 70.46 .00497 .003195 .23 2.033 .00 I 144i.15 35.49 4.362 39.852 37.7 5.33 .442 40.294 .00 l.999 ,.00 .00 .00 0 .0 JUNCT STR .087n .003358 .02 .00 I 1453.24 36.02 4.105 40.125 20.9 4.16 .281 40.406 .00 1.553 2.50 .00 .00 0 .0 I 234.76 .00503 .002596 .61 1.570 .00 1608.00 37.20 3.534 40.'34 20.9 4.20 .281 41.016 .00 1.553 2.:0 .00 .00 0 .0 I JUNC, SIR .00667 .002250 0.00 .00 lol9.50 37.21 3.662 40.872 17.9 3.65 .206 41.078 .00 1.433 2.50 .00 .00 0 .0 I 200.50 .00494 .001904 .3B l.426 .00 I I ~ I I I I I I I I I I I I I I I I I I I I F05l5P CD Yers 4.0 PAGE 2 N~TER SURfACE PROfILE lIS1ING FIle: rcb4.NSP Study Dale: 5- 1- 4 111e: 11:16:31 Rancho COllunity Church I 8ridgeport - Ultilate 100-yr line B frol JS @ 44112 on line A .ith line B 0 reduced 9\ to Ie of line A by JPN 5-01-04 file RCB4 ,TATION INYERT OEPTH N.S. 0 YEl YEl ENERGY SUPER CRITICAL HG11 BASE' ZL NO AV5 ", ElEV Of flON ElEY HEAD GRUl. ElEV OEPTH 01, 10 NO. PIER lIElEM SO SF AYE Hf NOR~ OEP1N IR 11111***1111**1**1*11*****'1**1111'1111111*1*1*1111'***11111*11111.11111111111111111'IIIIIIIIII'lllli'llllllItllllllJllllllllltlll1 1890.00 38.20 3.084 41.284 17.9 3.65 .206 4J.491 .00 1.433 2.50 .00 .00 0 .0 NALL ENTRANCE .00 1890.00 38.20 3.428 41.628 17.9 J.49 .035 41.663 .00 .934 4.00 3.50 .00 0 .0 JUNCI SIR .08000 .000120 0.00 .00 1900.00 39.00 2.681 41.6BI 9.J .97 .015 41.696 .00 .594 4.00 3.50 .00 0 .0 WAll EXIT .00 1900.00 39.00 2.682 41. 682 9.1 S.15 .412 42.094 .00 :.167 1.50 .00 .00 0 .0 245.09 .01020 .005315 1.30 .950 .00 2145.09 41.50 1.500 42.999 9.1 5.15 .412 43.411 .00 1.167 !.SO .00 .00 0 .0 9.91 .01020 .004962 .05 .950 .00 2155.00 41.60 1,434 43.034 9.1 5.23 .425 43.459 .00 1.167 !.SO .00 .00 0 .0 NAll ENTRANCE .00 2155.00 41.60 1.435 43.035 9.J 5.23 .424 43.460 .00 1.167 i.50 .00 .00 0 .0 \~ I I I I I I I I I I I I I I I I I I I '1 Rancho COllunlty Church I 8rlog.~ort - Ultilate 100-yr 12 line 8 frol JS @ 44+12 on line A .ith line 8 0 reouced 9\ to Ie of lIne A 13 by JPM 5-01-04 file RCB4B SO 1a10.5B 33.31 1 R 1026.63 33.39 1 R 1078.15 33.65 1 R 1184. 34.18 1 JX lIBI. 34.19 1 5 .013 R 1306.00 34.79 1 R 1376.69 35.14 1 R 1447.15 35.49 I JX 1453.24 36.02 3 2 R 1688. 37.2 3 JX 1689.5 37.21 3 6 R 1890.00 35.20 " WE 1890.00 38.20 4 JX 1900.00 39.00 4 7 WX 1900. 39.00 6 37.1 .013 .013 .013 1.0 35.18 .013 .013 .013 .014 18.' 36.30 .013 .01l .013 .200 .014 3.3 ,; .. ..,.1 9.8 40. H ')1-- 41.~ .. ::;. .... WE 2155. 41.6 t SH 2155.00 41.60 t 43.40 CD 1 4 0 .00 !.Oc- .OC' .00 .00 .00 CD 2 4 0 .00 2.00 .00 .00 .00 .00 CD 3 4 0 0:' 2.50 .00 .00 .00 .00 CD 4 2 0 .00 4.00 3.50 .00 ,)0 .00 CD 5 4 1.0 CC t , 1.5 CO 7 2 0 .0Cl .S~ 10.0e, .00 .00 .0[, 0 9 - .0 ..0 .00 66.00 70.0(' .00 90.00 .00 45.00 .00 0 .00 0 .00 0 .00 0 1 60. .00 45.00 0 .00 90. 00t25 NoT C;OT/CP N t.O./E ~ BcJ7 {)"G5 r;,O-Jt:J<.r--J :)f~ M.\i;'" t9fJ5tTf3 ~tA-iE" Ir-JL51 ~ \fJto I F05I5P CD Yers 4.0 PAGE NATER SURFACE PROFilE lISIIN. File: rcb4b.NSP Study Date: 5- 3- 4 Tile: 9:10:17 I Rancho COllunity Church I Bridgeport - Ultilate 100-yr line B fro. JS @ 44+12 on line A .ith line B 0 reouced 9\ to Ie of line A by JPN 5-01-04 file RCB4! STATION INYERT DEP1H N.S. 0 VEL VEL ENERGI SUPER CRITIC~l HGT! B~SE/ II Ne AVED~ I ELEI OF flOH ElE\ HEAD GRUl. ELEV DEPTH DIA 10 NO. PIE" UELEH SO SF AYE HF HORM DEPTH IR IttittttttttttttltttitttttittttttttttttttirtttttttttttttttttttttttttttttttttttttJiitttttttttitlttitttttttttttltS'tttttistt!tttttttt I 1010.58 33.31 3.790 37.100 42.6 6.03 .564 37.664 .00 2.126 3.0C .00 .00 0 .0 16.05 .004Q9 .004079 .07 ~.233 .OC- I 1026.63 3~.39 3.775 37.16: 42.0 6.03 .564 37.729 .00 2.126 3.00 .00 .00 0 .0 I 51.52 .00505 .004079 .21 2.222 .00 1078.15 30.65 . ""2 3":.472 42.6 6.03 .564 38.036 .00 2.126 3.00 .~O .00 0 .0 ';".e.: I 105.85 .0050! .004079 .43 :.230 .00 1184.00 34.18 :.724 37.904 42.0 6.03 .564 38.468 .00 2.126 3.00 .00 .00 0 .0 I JUNCT STf. .01000 .003985 0.00 .00 I 1185.0C 34.1? ':./0: 3-: .156 4lot ;.89 .533 38.496 .00 2.101 3.00 .00 .00 0 .0 12:.0C .OO4Ci~ .003890 .47 2.194 .00 I 1306.00 34.79 3.039 -- 4"" 4l.6 5.6' .538 38.967 .00 2.101 l.OO .00 .00 0 .0 ,j~. .;:- 70.69 .00495 .003890 .27 2.196 .00 I 137c.6~ 35.14 . ,..~ ,:: ~1~ 41.6 :.89 .538 3U49 .00 2.101 3.00 .00 .00 0 .0 ' ~, ........... 7('.46 .0049' .OO3E~C' ,- 2.193 .00 ..1.. I :447 .15 ~5 .49 ,Lo':; 39.113 41.6 :::. QC .53B 39.650 .00 2.ICl 3.00 .00 .00 0 .0 ....., I JUNCT ~.iP .0E1Cl .004063 .02 .00 1453.24 36.(1: ~ ,42: 3;.445 ::.9 4.67 .338 39.753 .00 1.629 ~.:O .00 .00 0 .0 I :34.Jt. .OC'5('3 .oom; .73 1.671 .00 ~C38. 00 37.20 2.?7i 40.177 22.9 4.67 ,338 40.515 .00 1.629 2.50 .00 .00 0 .0 I JUNe; STf. .(1(1667 .002'00 0.00 .00 1689.50 37.21 3.132 ~C'. 34: 19.0 3.9~ .:48 40.58' .'00 ; .502 2.50 .00 .00 0 .0 I 200.50 .0049' .002283 .4... 1.510 .00 I I \1>....... I I I I I I I I I I I I I I I I I I I I f0515P CD Yers 4.0 PAGE 2 NA1ER SURf~CE PROfilE lISTI~S file: rcb4b.NSP Study Date: 5- 3- 4 lile: 9:10:17 Rancho COllunity Church I Bridgeport - Ultilate 100-yr line 8 frol JS @ 44+12 on line ~ .ith line B 0 reduced 9\ to Tc of line A by JPN 5-01-04 file RC84~ SIATION INVERT DEPTH W.S. 0 VEL VEl ENERGI SUPER CRlTIC~l riGT' BASE. Zl No ;,,:, Em Or flOW HEY HE~O GRD.EL. ElEV DEPTH DIR 10 He. ... UElEM SO Sf AYE Hf NDR~ DEPTH '", llllirrrlirrrii.rrrr'tirrrllltt.rrtlit"lt,iilti.lil'lItJttitttittttlittttlttlltttltltttttlttltttttttlllttl1Illttlllllllllllll'lll1 1890.00 38.20 Z.636 40.836 19.6 3.99 .248 WAll EN1RANCE 1890.00 38.20 3.025 41. Z25 19.c US .053 JUNel 5TR .08000 .000198 1900.00 3i.00 Z.30l; 41.309 ;.8 1.21 .023 WALL EXIT 1900.00 3'.00 2.309 41.309 9.8 5.55 .478 204.05 .01020 .006164 2104.01 41.01 1.500 4~..:81 9.8 5.55 .478 l~ ,40 .OE'2(, .005174 1121.48 41.26 42.01, c :: ;.... 5.82 .525 ~. -"0 r HYOR"UllC JUN' :l,1.4S 41.2t 1.006 42.264 u 7.78 .940 7.:~ ,0:(12(, .009441 :12~.07 41.34 1. ')50 C.3E5 '.8 7.42 .355 It.% .01020 .008423 1146.05 4l.!J i.e,,: 42.606 9.2 i.'~7 .777 7.0; .01C'iC' .007544 215:.02 41.58 1.14, 42.730 ?e 0.74 .706 ," .0J02(' .006781 ~ALL ENTRANCE 2155.00 41.60 1. 2~~ 42.809 9.8 6.42 .640 41.084 .00 1.50: 2.5C' .00 .00 0 ^ .C . DC, 41.279 .00 .992 1.5C 4.00 .00 C .0 0.00 .00 41.331 .00 .625 4.00 3.50 ,00 0 .0 .00 41.787 !.loa .00 1.50 .00 .00 0 .0 1.26 1.000 .00 43.058 .00 1.208 1.50 .00 .00 0 .0 .10 1.000 .00 43.144 .00 1.208 1.50 .00 .00 0 .0 .00 43.204 .00 1.:08 !.So .00 .00 0 .0 .0: 1.000 .00 4:.240 .00 1.208 1 ..,. .00 ..lO 0 .0 .14 l.Ooe .00 43.383 .00 1.;C'S ,.50 Oi. .00 0 .0 .05 1.00(' .00 43. ~36 .00 ; .208 l.50 .00 .00 0 .0 .01 1.000 .00 .00 43.449 .00 1.206 1.50 .00 .00 0 .0 vJ; I I I I II I II I I I I I I I I I I I I I . .+- , . "; ..-._-....;. . ->~ --c , . .-1. ~ ._._--_.. . '.' -1" .~ . :tel'... ..1(.,.. ': :n:":".J:Srx .--., ": ..::~..=:~~' ~:.:- a:'V"19+091 ....i-' ..; .t- ,-, i:i.07.if . . · !f!flI::~'- .. -:! " . :.. , c -1 .. 4- cr: ~ _-1.:..: ;--~~ ---=;':...-..-" '",,-1'-;-r--:--;";,,'.'" ....----- ---. .... . .. ..i. o ...,. bI. ..I~ ~.~ D.:, . ., . f .~.... ~j:': ..~-- z .4 II:. ....-:.. 'ljl~::i':..:: ~~~~... ...~ .--.- . : . 'I ' . . 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