HomeMy WebLinkAboutParcel Map 30798 Parcel 11 Drainage Report Supplement
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DRAmAGEREPORTSUPPLEMENT
HYDROLOGY and HYDRAULICS STUDY
of
STORM DRAIN THROUGH
RANCHO COMMUNITY CHURCH CAMPUS
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: January 11, 2005
(
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..Jack P. Norris, RCE
Consulting Civil Enginee/""
40018 Via Graziana. Murrieta. CA 82562
Phone (-888) 884-6298 Fax (909) e.C:::"-i-!3297
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PURPOSE
This report accompanies revised storm drain plans by TEC dated January 2005. The proposed open channel
through Lot 47, Tr 3752, the "Santoro" lot, is now a closed conduit. The purpose of this supplement is to
update the hydrology and hydraulics accordingly, and size the pipe and structures.
REFERENCE
The Drainage Report, Hydrology and Hydraulics Study of Storm Drain Through Rancho Community
Church Campus and Bridgeport Development To Hwy 79 South & Jedediah Smith Road dated July 23,
2004 by Norris, "the main report."
DESCRIPTION OF THE WATERSHED
It was found that in the main report, 0.75 acre of the Santoro lot was tabled into both the main channel and
the Line A channel. Therefore that area was deleted from the Line A hydrology in the present study.
METHODOLOGY
The hydrology analysis was performed based on the Rational Method of the current 1978 RCFCD
Hydrology Manual, using Civildesign Rational Hydrology software, wrsion 3.2. It was also run using the
RMH computer program, version 7.0d, developed by the writer. Both are included in this repOlt. The
agreement is very close (Civildesign ranged from -0.5% to + 1.2% ofRMH Qs.)
Hydraulics analysis was performed using L. A. County's WSPG ver. 4.0 distributed by Civildesign. The
main channel hydraulics was run at its Tc, i.e., with its peak Q and adjusted Q in Line A. The
resulting water surface, without reduction for offset peak times, was taken as control for Line A.,
and Line A was run at its peak Q, a conservative approach.
RESULTS
Peak flows:
Stream Area, acres T c minutes QlOO cfs Comment
Main stream area 346.6 27.8 595.0 Unchanged
RCC / Santoro pipe 139.4 19.6 312.8 Revised. Q in Line A pipe.
Confluenced 486.0 27.8 852.9 Revised. Sets control WSE for pipe.
CONCLUSION
A 72" RCP with transition structures is selected to replace the Santoro channel to convey 312.8 cfs.
Drainage Report Supplement, RC Church
January 11. 2005
Page 2 of3
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APPENDIX
Hydrology printouts:
100-yr, proposed development (CiviID/RMH)
100-yr, overall area (CivilD/RMH)
Hydraulics printouts:
Main channel (Peak)
Line A (Peak)
Drainage map
Onsite proposed condition map, west end (1 sheet)
Drainage Report Supplement, RC Church
January 11 , 2005
Page 3 of3
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RMH RC ver 7.0d Jan. 2005 R1;1TIONAL METHOD HYDROLOGY Riverside County
(C) Copyright 1992-2004 Jack P. Norris, Tel 951-894-6296, Fax 894-6297
SiN 0 Jack P. Norris, RCE, 40019 Via Graziana, Murrieta CA 92562 951-894-6296
File TEC\RCC\RCC-13.DAT 66 records Edited 01-06-2005 12:48 Run 01-08-2005
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
lIni t 4 Ini t
102 202
2Chan 5Chan
103 203
3Stre 6Stre
104 <----'
8Stre
105
9Stre
111 <--- <-------'
16Chan
112 <--- <------ <-------'
21Pipe
112.5
22Pipe
113
24Pipe
114
26Pipe
115
28Pipe
116 <--- <------ <------ <---____'
45Pipe
117
47Pipe
118
49Pipe
118.5
50Pipe
119
5lPipe
120
53Pipe
120.5
54Pipe
121 <--- <------ <------ <--____ <______ <______ <_______'
61Chan
121. 5
62Chan
122
63Chan
123
64Chan
124
65Chan
190.1
66Pipe
191.1
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
59Va11
A
I
-t-------------------------------------------------------------------- -------------------------------------------_____________ t-
: Rancho Community Church I Bridgeport, Hwy 795, lemecula : :
: Ultimate ' : i
: JPN : :
: 1-7-05 on Santoro lot replaced open chan wi pipe : :
1______-----------------------------------------------_______________________________________________________________________1 I
I "
: Project: rcc13,rrv Page Calculated By: JflJ : :
: Study Date: 1/ 71 5 Hoisture Condition(AMC): 2 Checked By: ~ f..rJ , :
: 100,0 Year Storm 1 hour rainfall = 1.30 (In,) Intensity Slope = 0.550 : :
:************************""", R A I ION A L H Y 0 R 0 LOG Y .. R I V E R 5 IDE CO"""""""""""""": :
:5tation/: Soil Iype :Oevel.: Area: 1 : C :L Elev: 0 0 :Slope:Section: V : L : I : Ie : Hydraulics ::
:Point No.: A,B,C,D iType :(Acres):in/h: : :(sub):Total :v/hz : :Fps: ft.:min.: min.: or notes ::
:---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:----:-----:---------------l :
:---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:----:-----1---------._----: :
: 101.00:-----------~----:------:~..----:----:---..-:------:--.--: :0.240: :: 210: 5.6:-----:INITIAL SUBAREA: :
: 102.00: 0-100%:User: 0.6:4.79:0.8320:1158.0: 2.5:---..-:-----:-------:----:----:----: 5.6:-----------.---: :
: 103.00: Natural Channel travel time t subarea flow addition :-..----:-----:....-..---:----:--....:----:-..---:-------_...._____: :
:-----n--:--.-------------:------i-------:-n-:__---.:n----:____.: 2.5S:0.122:Nat Ch : 8.0: 320: 0.7:-----: qavg= 6.93 ::
: 103.00: 0-100%:User: 2.2:4.50:0.8280:1119.0: 8.2:------:-----:-------:----:----:----: 6.3:-------------.-: :
:---------:--.----------.--:------:-------:----J------:------:-.---: 10.75:0.10S:Street : 7.5: 400: 0,9:-----: qavg= 13.06 ::
: 20.0 wide street : : :: : : : : : :::: dn=0,2 Flow hw= 9.7: :
: flow to pt.! ::::::: Wdth Ctr-Brk= S,O: Ix-fall= 0.0200 Ox-fall= 0,0200 ::
: 104.00: B-I00t:User: 1.2:4.19:0.7380:1077.0: 3.8:------:-----:----.---:----:----:----: 7.2:---------------1 :
:..--------"""""""'*'*""*'* CONFLUENCE OF MAIN STREAMS "*"**'*""'*"*"'*""----:----:----:-----:---------....----: :
:---------:----------------:------:-------:----:------:------:._---:------:-----:---_.._-:----:----:----:-----:------_._------: :
: 104.00: :: 4.1:4.19: : : 14.S: : : :::: 7,2:Stream Summary: :
1 I 1 1 1 1 1 I I 1 I III 1 1 I
,---------1----------------1------,-------1----'------.------1-----1------1-----(----..--1----1.---1----/----- ---------------1 I
: 201.00:----------------:------:-------:----:----n:------:.----: :0.260: :: 300: 6.4:-----:INITIAl SUBAREA: :
: 202.00: D-I00tJUser: 1.8:4.47:0.8270:1123.0: 6.8:------:--.--:--..----I----:n--:----: 6.4:-----------____: :
: 203,00: Natural Channel travel time t subarea flow addition :---..--:-----:--..----:----:-....-:----:_____:______..________: '
:------~~- --------~-------:--.--~ ------~:----:---~--:------:--~--: 6.80:0.08S:Nat ch : 7.9: 520: 1.1 :-----: qavg= 13.92 :
: 203.00: B-I00%IUser 1 3.9:4.09:0.7360:1079.0: 11.6:--~---:-----:-------:----:-~--:----: 7,SI---~~----------:
I---------:----~-----------~------I------~:----:------:------1-----: 18.42:0.020:Street : 4.8: 100: 0.3:-----\ qavg= 19.58 :
: 44.0 wide street : : :: : : : : : :: : dn=0,4 Flow hw=20.3:
: flow to pt.! ::::::: Wdth Ctr-Brk= 21.0: lx-fall= 0.0200 Ox-fall= 0,0200
: 104.00: B-I00%:User: 0.7:3.99:0.7320:1077.0: 2.1:------:-~-~-:--..---~:~---:----:----: 7,a:---------------:
:----..----'*"""*'*'*""*""*" CONFLUENCE OF MAIN STREAMS '*"*"""*'***'*'****'**----:..---:....--:----..:..________....____:
:---------:------~---------:------:-------:----:~-----:----~.:-----:------:-----:-~.._._.:--~-:----:----:-----:---------------:
: Confluence IC#1= 7,2 ICI2= 7,B ICI3= 0,0 ICI4= 0.0 lel5= 0.0: : : : Largest :
: Analysis 011= 14,52 012= 20,52 013= 20,52 014= 0,00 015= 0,00 Area = 10,48: Confluence :
: 111= 4,19 112= 3.99 113= 0,00 114= 0,00 115= 0,00: : 0= 34,37 :
: 104,00: AR1= U AR2= 6.4 AR3= 0,0 AR4= 0,0 ARE,= 0,0: : :
:: 01 = 0,0 02 = 34,4 03 = 0,0 04 = 0,0 05 = 0.0: I ,: :
:---------:~---------------:------:-------:----:------:------:-----:------:-----1-------:----:----1----:-----:---------------:
:------..--:-..----....--------:--......-:---..-..-:---..:----..-:......---:---..-: 34.37:0.016:Street : 5,3: 70: 0,2:..----: qavg= 39,52 :
: 44.0 wide street : : :: : : : : : :::: dn=0.5 Flow hw=22.0:
: flow to pt.! ::::::: Wdth Ctr-Brk= 21.0: 1x-fall= 0,0200 Ox-fall= 0.0200 :
: 105,00: B-l001:User: 3,1:3,93:0.7300:1075.9: 9,0:---..--:-----:_______:____:____:____: 8,0:-..-----------..-:
:-----.--.:--------..------:------:-------:----:------:------:-----:------:-----:-------:----l.---:-...:-----:~------------~~:
:._------------------------------------------------~.----------..---------.-----------.--------.--.--------------------------:
: Version 3,2 Copyright (c) CIVILCAOO/C1VILOES1GN, 1992 :
-t---..---..--..---_____.._____..__..________..______________------..--------.. -..---------___..______.._.._______..___________..__________.._ t-
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-j-------------------------------------------------------------------- -------------------------------------------------------- j-
: Rancho Community Church I Bridgeport, Hwy 795, TemecuJa
: Ultimate
: JPN
: , 1-7-05 on Santoro Jot replaced open chan wi pipe I
: :_______www__________________________________________________________________________________________________________________:
: : Project: rccl3.rrv Page 2 Calculated By: :
:: Study Oate: 1/ 71 5 Hoisture Condition(AHC): 2 Checked By: :
: : 100,0 Year Storm 1 hour rainfall, 1.30 (In.) Intensity Slope' 0.550 :
: :iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii R A 1 ION A L H Y D R 0 LOG Y R I V E R 5 [ D E C 0 iiiiiiiiiiiliiiiiiiiiiiiiiii:
: :Station/: Soil lype :DeveJ.: Area: I : C :L Elev: 0 0 :Slope:Soction: V : L : 1 : Ie : Hydraulics :
: :Point No,: A,B,C,D :lype :(Acres):in/h: : :(sub):lotal :v/hz : :Fps: ft.:min,: min,: or notes :
: : ---------: n______________: ______: _______: ____: ______: ______: _____: ______: u___: ...___...: un: _.__: _n_: _____ : _n__________n:
: :---------l----------------:------:-------:----:------:------:-----: 43.38:0.026:Street : 7.0: 800: 1.9:----..: qavg= 55.67 :
: : 44.0 wide street : : :: : : : : : :::: dn=Ct.6 Flow hw=22.0:
: : flow to pt.l ::::::: Wdth Ctr-Brk' 21.0: lx-fall' 0,0200 Ox..fal), 0.0200 :
:: 111.00: B-I00~:User: 7.7:3.50:0.7080:1055.5) 19.1:------:---n:-..-u..~:..--I--n:~.--: 9.~':---~.----------l
:: 111.00: 0-100%:User: 6.7:3.50:0.8086: 0.0: 18.9:------:-----:-..----0--:----:----:----: 9.9:------~--------:
II 1 1 I 1 lit 1 1 1 lit t 1 1
1 1---------1.-------.------- 1 ------1------- 1----1------ t ------ 1 ----- t ------, ----.1.------.- 1 ---- 1----1 ---~ 1 ----- 1 ------~-------- 1
:: 111.00: :: 28.0:3.50: : : 81.4: : : :::: 9,~:Stream Summary :
II 1 I 1 'I 1 1 1 1 1 _ _ 1 1 1 1 I I
1 1---------,--.-------------1------1----.--1----1------1------'-----1---.--1-----1-------1----1----1----1-----1---------------,
:: 301.00:----------------:------:-------:----:------:------:-----: :0.085] :: 620:10.6:-----:INITIAl SUBAREA:
:: 302.00: B-I00t:User: 1.4:3.37:0.7078:1068.0: 3.2:------:-----:-------:----:----:____: 10.6:---------------:
:: 303,00: Natural Channel travel time j subarea flow addition :______:nm:___._.._:____:____:____:_____:_______________:
: :---------:----------------:------l-------:----:------:------:-----: 3.22:0.035:Nat Ch : 3.8: 230: 1.0:-----: qavg= 4.32 :
:: 303,00: B-100%:User: 0,9:3.20:0.7004:1060,0: 2.1:------:-----:-.---.-:----:----:----: 11.6:-m-----------:
: :---------:----------------:------:-------:~---:------:------:-----: 5.28:0.008:Street: 3.1: 540: 2.9:-----: qavg= 13.22 :
: : 44.0 wide street : : :: : : : : : :::: dn=0.5 Flow hw=22.0:
: : flow to pt.# ::::::: Wdth ctr-Brk' 11.0: lx-fall' 0.0200 Ox-fall' 0,0200 :
:: 111.00: B-100i:User: 6.8:2.84:0.6816:1055.5: 13.2:------]-----:--------:-___:____:____: 14.5:---------------:
: :---------:----------------:------:-------:----:------:------:-----:------:---_.:-------:----:----:----:----.]---------------:
: : Confluence lC#I' 9,9 1m' 14,5 lC#3' 0.0 lC#4' 0,0 1m' 0,0: : : : Largest :
:: Analysis 0#1' 81.42 0#2' 18,47 0#3' 0,00 0#4' 0,00 0#5' 0.00 Area' 37.13: Confluence :
: : m' 3,50 1#2' 2,B4 1#3' 0,00 1#4' 0,00 US, 0,00: : 0' 94,06 :
:: 111.00: AR1' 28,0 AR2' 9,1 AR3' 0,0 AR4' 0,0 ARS' 0,0: : :
: :: 01' 94,1 02, 0,0 03' 0,0 04' 0,0 OS, 0,0: , ,: :
, 1 1 I 1 1 1 1 I I 1 1 I 1 1 1 I 1
1 1---------1----------------1------1-------1----1------!------I-----'------I-----I-------I----I----'----,..---,------------.--1
:: 111.00: C-IOO%:User: 0,6:3.50:0.781S: 0.0: 1.7:------:-----:-------:----:-.--:----: 9.9:---------------:
:: 112.00: Improved channel travel time : 95.7S:0.01S:b= 3.0: 7.2: 420: 1.0:-----ln= 0,03 dn= 2.2:
: : : : : : : :::: 10.9: LZ: 1. 5 RZ: 1. 5:
:: 112.00: C-I00%:User: 4.6:3.32:0.7762: 0.0: 11.8:------:-----:-------:----:----:----: 10.9:---------------:
II I lit I 1 1 1 I 1 ) I 1 1 I 1
t !--~~-----I----------------!------I-~-----I----t------1------'-----1------1-----'-------1----1---.1----'-----1---------------,
:: 112.00: :: 42.3:3.32: : :107.6: : : :::: 10.9:Stream Summary:
1 1_________1________________1______1_______1____1______1______1_____1______1_____1_______1____1____1____1_____1_______________1
1 t 1 I. lit 1 , 1 1 1 1 1 1 1 1
:: S04.00:----------------:------:-------:----:------:------:-----: :0.012: :: 700:16.5:-----:INITIAL SUBAREA:
:: 505,00: C-l00%:User: 4,6:2,65:0.7505:1054.5: 9,1:------:-----:-------:----:----:----: 16.5:---------------:
t 1_________1________________1______1_______1____1______1______1_____1______1_____1________1____'____1____1_____1_______________1
II I 1 1 1 I 1 1 lit I r 1 " 1
lilt I 1 1 1 , 1 1 1 'I 1 . 1 1
1 1---------1----------------1------1-------1----1------,------1-----.------1-----1-------'----1----1----1.----1---------------1
I I I
I I ..,--- --- --- ------ ----- ---- ------------- -------------- --- ----- - ------------- -- - .-- ----.- -------------------- ---..--- ------ ------ 1
: : Version 3,2 Copyright (c) C1VILCADO/CIV1LDES1GN, 1992 :
-j-------------------------------------------------------------------- ----------------------------------------..--------------- j-
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_t___________________________________________________c---------------- ----------------.-.------------------------------------- t-
: Rancho Community Church I Bridgeport, Hwy 79S, Temecula :
: Ultimate ' :
: lPN :
: 1-7-05 on Santoro lot replaced open chan wi pipe , :
:-----------------------------------------------------------------------_.------------------.--------------------------------: :
: Project: rcc13,rrv Page 3 Calculated By: : :
: Study Date: 11 71 S Moisture Condition(AMC): 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 1 V E R SID E C 0 ****************************: :
:Station/: Soil Type : o eve 1. : Area: I : C :L Elev: 0 : 0 :Slope:Section: V : L : T : Tc : Hydraulics ::
:Point No,: A,B,C,O :Iype :(Acres):in/h: : :(sub):Total :v/hz : :Fps: ft.:min.: min.: or notes ::
:---------l----------------:------:-------:----l------:------:-----:------:-----:---.----:----:----:----:-----:---------------: :
:---------:----------------:------:-------:----l------:------:-----: 9.11:0.010lStreet: 3.1: 670: 3.6:-----: qavg= 14.63 ::
: 48.0 wide street : : :: : : : : : ::: :dn=O,5 Flowhw:17.1::
: flow to pt.. ::::::: Wdth elr-Brk= 10.0: Ix-fall: 0.0200 Ox-fall: 0.0200 ::
: 506.00: C-100%: Comrn: 5.6:2.37:0.8819:1048.0: 11.6:-~----:-----:--.,-..-.-:----:----:----: 20.1:---------------: :
: 112.00: Improved channel travel time : 20.74:0.006:b: ;.0: 3.1: 360: 1.9:-----:n: 0.03 dn: 1.2: :
:: :::::::::::: :22,0:U:2.0RZ=2.0::
1_________1________________1______1_______1____1______1______I_____t______I_____I__.____I____I____I__~_I_____1_______________1 1
1 1 1 1 1 1 1 1 1 1 I 1 I I 1 I I
Confluence ICIl' 10,9 TCI2' 22,0 TCI3' 0,0 TCI4' 0.0 rCIS' 0,0: : : : Largest :
Analysis 011'107.56 012' 20.74 013' 0,00 014' 0,00 Wo' 0,00 Area' SU8: Confluence :
Ill' 3,32 112' 2,26 113' 0.00 114' 0,00 lIS' 0,00: : 0'll7,83 :
: 112.00: AR1: 42.3 AR2= 10.1 AR3= 0.0 AR4: 0.0 ~R~: 0.0: :
:: Q1:117.8 02= 0.003: 0.0 Q4: 0.0 US: 0.0: 1 I I :
1 _________I________________I______I____~__I____I______I______I_____I______I_____I__.._.___I____I____I~~__I_____1_______________1
II 1 1 1 1 1 1 I 1 1 . 1 1 1 1 1 1
: :No, Pipes' Pipe flow travel time 'N' '0.013 nn__:n___: 117.8:0.00J:d' 51:10,9: 75: 0.1: 11.0:hgl' 3,O(Ft,):
:: 112.50: C-100%: Comm: 0.2:3.30:0.8862: 0.0: 0.5:------:-----:-------:----:----:----: 11.0:---------------:
: :No, Pipes' Pipe flow travel time 'N' '0,013 n____:n___: 118.3:0,006:d' 51:10.7: 165: Q.3: 11.3:hgl' 3,!(Ft.):
:: 113.00: C-100%:User: 1.8:3.26:0.7710: 0.0: 4.5:------:-----:---.----:----:----:----: 11.3:---------------:
:: 113.00: C-I00%: Comm: 0.3:3.26:0.8860: 0.0: 0.8:--~---:-----:--..----:----:----:----: 11.3:---------------:
: :No, Pipes' 1 Pipe flow travel time 'N' , 0.013 ------:-----: 123,6:0,006:d' 51:10.7: 365: 0.6: 11,9:hgl' 3,2(Ft,):
:: 114.00: C-I00t:User: 2.4:3.17:0.7680: 0.0: 5.8:------:-----:--_.----:----:----:----: 11.9:--------------~:
:: 114.00: C~100%: Corom: 1.8:3.17:0.8857: 0.0: 4.9:------:-----:--..---.:----:----:----: 11.9:---------------:
: :No, Pipes' 1 Pipe flow travel time 'N' , 0,013 ------:-----: 134.3:0,009:d' S4:12.S: 360: 0.5: 12,3:hgl' 2,9(Ft,):
:: 115.00: A 0 BSO CSO 0 O:User: 6.1:3.10:0,7330: 0.0: 13.B:----n:---n:-------:----:----:----: 12.3:n-------------:
:: 115,00: A 0 B50 CSO 0 O:U-good: 1.8:3.10:0,745B: 0.0: 4.1:n----:-----:--..----:----:----:----: 12.3:-------------n:
: :No. Pipes: 1 Pipe flow travel time IN! : 0.013 ------:-----: 152.2:0.007ld: S4:12.0: 95: 0.1: 12.S:ngl: 3.3(Ft.):
: :---------************************* CONFLUENCE OF MAIN STREAMS ********************x*x*x*----:----:----:-----:---------------:
1 1_________ I________________I____~~ 1 ____~_~ 1____ I_____~ 1 ______1_____ 1 ______ 1 _____ 1__.,_..__.1____1 ____ 1 ____I ~____ 1 _______________ 1
11 1 1 1 I 1 1 1 1 1 1 I 1 1 I 1 1
:: 116.00: :: 66.6:3.09: : :152.2: : : :::: 12.S:Stream Summary:
: : __n_n__: __n_____nn___: __n__: ___n__: ____: ___~__: ____n: ___n: ___n_: _____: __.._.n: __n: ____: ____: ~____: ___n___n_n__:
:: 601,00:----------------:------:-------:----:------:------:-----: :0,007: :: 200: 6.7:-----:INIIIAL SUBAREA:
: I 602.00: C-I00%: Comm: 0.1:4.33:0.8891: 54.S: O.4:_____~:_n__:___._..__:----:nn:----: 6.7:------n-n----:
: :---------:----------------:------:-------:----:------:------:-----:------:----~:-_..-~--:-~--:----:----:-----:---------------:
: :---------------~----------------~----------------------------------~-------------_.._--~-------------~-----------------------:
: : Version 3,2 Copyright (cl CIVILCAOO/CIV1LOESIGN, 1992 :
_t__n_n_ _n_nnnn_ _nn_nn nn _nnn__________n_ _n_ ______ _n _ _ _nn_ ____n.____nn ___ _nn nn_ n n_ _n__nn_ n _n t-
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-+~------------------------------------------------------------------- -----------------~-------------------------------------- +-
: Rancho Community Church I Bridgeport, Hwy 795, Temecula
, Ultimate '
,
: JPN
: 1-7-05 on Santoro lot replaced open chan wi pipe :
1______-----------------------------------------------______________________________________________________--...-----------.- I
, '
: Project: rccl3,rrv Page 4 Calculated By: :
: Study Date: 1/715 Moisture Conditioo(AHC): 2 Checked By: :
: 100,0 Year Storm 1 hour rainfall' 1.30 (In.) Intensity Slope' 0,550 : :
:******************************* RAT 1 0 N A L H Y D R 0 LOG Y - R I V E R 5 I 0 E C 0 ****************************: :
:Station/: Soil Type :Devel.: Area: I : C :L Elev: 0 0 :Slope:Section: V L: T : Tc : Hydraulics ::
:Point No,: A,B,C,O :Type :(Acres):in/h: : :(sub):Total :v/hz : :Fps, ft,:min.: min.: or notes ::
:---------:----------------l------:-------:----:------:------:-----:------:-----:-------:----:----:----:-----:---------------: :
:_________:________________:______:_______:____:______:______:_____: O.38:0.013:Street: 2.7: 450: 2.8:-----: qavg= 4.89 ::
: 48.0 wide street : : :: : : : : : :::: dn=0.3 Flow hw=l1.2: :
: flow to pt.t ::::::: Wdth Ctr-Brk= 12.0: Ix-fall= 0.0200 Ox-fall= 0.0200 ::
: 603.00: C-100%: Corom: 2.3:3.57:0.8871: 49.1: 7.4:------:-----:-------:----:----:----: 9.6:---------------: :
:_________1________________:______1_______:____:______1------:-----1 7.79:0.007:Street: 2.31 275: 2.0:-----: qavg: 8.19 ::
: 48.0 wide street : 1 :: : : : : : :::: dn=0.3 Flow hw=13.2: :
: flow to pU ::::::: wdth Ctr-Brk' 12,0: lx-fall' 0.0200 Ox-fall' 0,0200 ::
: 604.00: C-100%: COlnm: 0.3:3.22:0.8859: 47.3: 0.7:------:-----:-------:----1----:----: 11.6:---------------: :
I---------:----------------J------I-------:----I------:------:-----: 8.51:0.00S:Street: 2.6: 550: 3.5:-----: qavg= 9.61 J:
: 44.0 wide street : : :: : : : : : :::: dn=0.5 Flow hw=19.4: :
: flow to pt.t ::::::: Wdth Ctr-Brk= 12.0: Ix-fall= 0.0200 Ox-fall: 0.0200 ::
: 703.00: C-100%: Comm: 0.7:2.78:0.8841: 44.61 1.7:------:-----:---,----:----:----1----: 15.0:---------------: :
:---------:----------------:------:-------:----1------:------:-----:------:-----:-------:----:----:----:-----:---------------:
: 703.00: :: 3.4:2.781 : : 10.2: : : : 1 : : 15.0:Stream Summary:
I 1 I 1 1 I 1 1 1 I 1 I 1 1 1 1 I
,---------1----------------1------1-------1----'------,------1-----1------.-----1-------1----1----1----,-----1---------------,
: 701.00:----------------:------:-------:----:------:------:-----: :0.012: :: 400: 8.0:-----:INITIAL SUBAREA:
: 702.00: C-100%: Comm: 2.8:3.94:0.8881: 45.1: 9.8:------:-----:--_.--.--:----:----:----: 8.0:---------------:
:No. Pipes' Pipe flow travel time 'N' '0,013 n____:_____: 9,8:0,010:d' 18: 6.7: 255: 0,6: 8.6:hgl' l.2(Ft.):
: 703.00: C-I00%: Comm: 1.1:3.7710.8877: 0.0: 3.9:------:-----:--_.----:----:----:----: 8.6:---------------:
:---------:----------------:------:-------:----:------:------:-----:------:-----:-_._----:----:----:----:-----:---------------:
: Confluence TCI1' 15.0 TCI2' 8,6 TCI3' 0.0 TCI4' 0,0 ICI5' 0,0: : : : Largest :
: Analysis 011'10.23 012' 13.68 013' 0,00 014' 0,00 015' 0.00 Area' 7,35: Confluence :
: III' 2.78 112' 3.77 113' 0,00 114' 0,00 115' 0,00: : 0' 19.55 :
: 703,00: AR1' 3.4 AR2' 4,0 AR3' 0.0 AR4' 0,0 AR5' 0,0: :
:: 01' 0.0 02' 19,6 03' 0,0 04' 0.0 05' 0.0: , ,: :
:---------:----------------:------l-------I----:------:------:-----:------:-----l----.---:----:----:----:-----;---------------:
[No. Pipes'. Pipe flow travel time 'N' , 0.013 ------:-----: 19.6:0.004:d' 30: 5.9: 190: 0.5: 9.2:hgl' 1.6(Ft.):
: 704.00: C-IOO%: Comm: 1.0:3.65:0,8873: 0.0: 3.3:______:_____:_n____:____:n__:_m: 9,2'-mn----m--:
:No. Pipes' Pipe flow travel time 'N' '0,013 ------:-----: 22,9:0,005:d' 30: 6,5: 240: Q.6: 9.8:hgj, 1.7(Ft.):
: 715.00: C-IOO%: Comm: 4,1:3,52:0.8869: 0.0: 12.9:------:-----:-------:----:----:----: 9,8:---------------:
:---------:----------------:------:-------:----:------:------:-----:------l-----:----..-.-:----:----:----:-----:---------------:
l 715.00: :: 12.5:3.52: : : 35.7: : : ::: 1 9.SlStream Summary:
:---------:----------------:------:-------1----:------:------l-----:------:-----l----.--..:----:----l----:-----:---------------l
:---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:----:-----:---------------:
:_____________________________________________________-------------------------------.------------------------..---------------1
: Version 3,2 Copyright (c) CIVILCADD/C1VILDES1GN, 1992 : ,
t---- _ __ ________nn_n____n_ ___n ________n_ n_ _______n_____n _n _ ___ _n____ _n_____ n ______n_ n n_ - __ __ _n_ ----- _n ---- n t-
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-t-------------------------------------------------------------------- -------------------------------------------------------- t-
: : Rancho Community Church I Bridgeport, Hwy 79S, Temecula
: : ultimate
: : JPN
: : 1-7-05 on Santoro lot replaced open chan wi pipe ,
t I~__________________________________________________________________________________________________________-----------------1
, , '
: : Project: rcc13,rrv Page S calculated By: :
:: study Date: 1/ 7/ S Moisture Condition(AMC): 2 Checked By: :
: : 100.0 Year storm 1 hour rainfall' 1.30 (In,) Intensity Slope' O,SSO :
: :******************************* RAT ION A L H Y D R 0 LOG Y - R I V E R SID E C 0 ****************************:
: :station/: Soil Type :Devel.: Area: I : C :L Elev: 0 : 0 :Slope:section: V : L : T : Tc : Hydraulics :
: :Point No.: A,B,C,D :Type :(Acres):in/h: : :(sub):Total :v/hz : :Fps : ft.:min.: min.: or notes ::
I 1_________1________________1______1_______1____1______1______1_____1______1_____1_______1____1____1____1____.1_______________1 I
I I I I I I I I I , , t I I t I I I I
: :_________:________________:______:_______:____:______:------:-----:------:-----l-------:----:----:----:-----:---------------: :
:: 711.00:_n_n____n_n_:nnn:n-n--:----:------:----~-:-----: :0.011: :: 200: 6.1:-----:INITIAL SUBAREA: :
:: 712.00: C-100,: Corom: 0.7:4.56:0.8895: 47.4: 2.n------:-----:-------:----:----:----: 6.1:---------------: :
: :---------:--_------.------:------:-------:----:------:------:-----: 2.72l0.006:StTeet: 2.3: 620: 4.5:-----: qavg= 4.64 ::
: : 44.0 wide street 1 1 :: : : : : : :::: dn=0.4 Flow hw=14.9: :
: : flow to pU ::::::: wdth Ctr-Brk' 11 ,0: Ix-fall' 0,0200 Ox-fall' 0.0200 ::
:: 714.00: C-100%: Corom: 1.013.37:0.8864: 43.7: 2.8:------:-----:-------:----:----:----: 10.6:---------------: 1
: :_________:________________:______:-------:----:------:------1-----: 5.55:0.005:Sl1'eet: 2.4: 240: 1.7:-----: qavg= 6.67 ::
: : 44.0 wide street : : :: : : : : : :::: dn=O.4 Flow hw=17.0: :
: : flow to pt.l ::::::: Wdth Ctr-Brk' 11.0: Ix-fall' 0,0200 Ox-jall' 0,0200 ::
:: 715.00: C-100%: Corom: 0.6:3.11:0.8855: 42.5: 1.8:------:-----:-------:----:----:----: 12.3:---------------: :
I' 1 1 1 1 1 . I 1 1 . 1 1 1 1 1 II
1 .---------1----------------.------1-------1----1------,------'-----1------,-----.---.----1----1----1----1-----I---------------! I
: : Confluence TCI1' 9,8 TCI2' 12.3 TCI3' 0.0 TCI4' 0,0 TCIS' 0.0: : : : Largest ::
:: Analysis 011' 35.74 012' 7,34 013' 0,00 014' 0.00 015' 0.00 Area' 14,76: Confluence : :
: : Ill' 3,S2 112' 3,11 113' 0,00 114' 0.00 115' 0.00: : 0' 41.58 :
:: 71S,OO: ARl' 12,S AR2' 2,3 AR3' 0,0 AR4' 0.0 AR5' 0,0: : :
: :: 01' 41.6 02' 0.0 03' 0,0 04' 0.0 OS, 0,0: , ,: :
: :---------:----------------:------:-------:----:------:------:-----:------:-----:--_._---:----:----:----:-----:---------------:
: :No. Pipes = Pipe flo~ travel time 'N' = 0.013 ------:-----: 41.6:0.005:d= 36: 7.5: 260: 0.6: 10.4:hgl= 2.2(Ft.):
'I 716.001 C-I00%: Cornm: 0.3:3.42:0.8866: 0.0: 1.0:------:-----:--..---_.:----:----\----: 10.4:---------------\
:No. Pipes' 1 Pipe flow travel time 'N' , 0.013 ------:-----; 42,6:0,OOs:d' 36: 7.S: 18S: 0,4: 10,8:hgl' 2,3(Ft,):
:------.--************************* CONFLUENCE OF MAIN STREAMS ********************x*****----:----:----:-----:---------------:
1 I 1 1 1 1 1 I 1 1 I 1 1 1 I 1 I
1---------,----------------1------.-------1----1------t------I-----I------I-----I---.----I----I----I----I-----1---------------1
: Confluence TCI1' 12,S TCI2' 10,B TCI3' 0,0 TCI4' 0,0 iCIS" 0,0: :: Largest:
: Analysis 011'IS2,16 012' 42,61 013' 42.61 014' 0,00 015' 0,00 Area' 81.7S Confluence:
, : 111' 3.09 112' 3,34 113' 0.00 114' 0,00 liS' 0,00: 0'191,SO :
: 116.00: ARl' 66,6 AR2' IS.1 AR3' 0.0 AR4' 0,0 AR~,' 0.0: :
:: Q1 = 191.5 Q2= 0.003= 0.004= 0.005= 0.0: 1 1 :
1 1 I I 1 1 j 1 I 1 1 1 1 1 I 1 1
1---------1----------------1------1-------1----1------1------1-----1------1-----1--..----1----1----1----1-----1---------------1
:No, Pipes' I Pipe flow travel time 'N' , 0.013 ------:-----: 191,5:0,005:d' 60:11.2: 2S5: 0,4: 12.8:hgl' 4.1(Ft.l:
: 117.00: A 0 850 CSO D O:User: 1.6:3.04:0.7300: 0.0: 3.6:------:-----:--_.----:----:----:----: 12.8:---------------:
: 117,00: C-I00%: Comm: 1.5:3.04:0,B852: 0,0: 3.9:------:-----:-------:----:----:----: 12,B:---------------:
:No, Pipes' 1 Pipe flow travel time --- 'N" 0,013 ------:-----: 199.0:0,006:d' 60:11.3: 170: 0.3: 13,I:hgl' U(Ft.):
I 1 1 I 1 I 1 1 1 1 1 I 1 , I I 1
1---------1----------------1------.-------1----1------1------1-----1------1-----1----..--1----1----,----,-----1---------------1
. 1 t 1 1 I 1 1 1 I I 'I' 1 I I
1---------1----------------.------1-------1----1------I------I-----.------I-----I--..-----,----,----.----t-----,---------------,
: -- _ --------- -- --- -- _ _ _ ---- --- --:- ----- ---- _ -- --- -- _ _ _ _ -- _ _ -- ------- _ --- --- _ -- --- ------ ,.-..--- ----- ----- --- -- _ -_.- - - - ------ - -- --- :
: Version 3,2 Copyright (c) CIV1LCADD/C1VILDES1GN, 1992 : :
-t-------------------------------------------------------------------- -------------------------------------------------------- t-
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-+-------------------------------------------------------------------- -------------..-------------------------..----------.----- t-
Rancho Community Church I Bridgeport, Hwy 79S, Temecula :
Ultimate . :
lPN :
I 1-7-0S on Santoro lot replaced open chan wi pipe , :
:_________________________________________________________________________________~_M_______________________w________________: :
: Project: rccl3,rrv Page 6 Calculated By: : :
: Study Date: 1/ 71 S Moisture Condition(AMC): 2 Checked By: : :
: 100.0 Year Storm I hour rainfall' 1,30 (In,) Intensity Slope' O.SSO : :
: uuuUUUUUUUIUUUUU RAT ION A L H Y D R 0 LOG Y - R I V E H SID E C 0 IU**UIUIUUUUUIUUU: :
:Station/: Soil Type :Om!.: Area: 1 : C :L Elev: Q Q :Slope:SI.ction: V : L : T : Tc : Hydraulics ::
:Point No,: A,B,C,O :Type :(Acres):in/h: : :(sub):Total :v/hz : :Fps : ft,:min,: min,: or notes ::
:---------:----------------:------:-------:----l------:------:-----:------:-----:-.,-----:----:----:----:----- :---------------: :
: IIB,OO: A 0 BSO CSO D O:User: I,B:3,00:0.7280: 0,0: 3,9:------:-----:-------:----:----:----: 13.1:---------------: :
: 118.00: C-IOO%: Comm: 1.3:3.00:0.8850: 0.0: 3.5:------:-----:-..----.-:----:----:----: 13.1:---------------: :
:No. Pipes' Pipe flow travel time 'N' , 0,013 ------:-----: 206.4:0.006:d" 00:11,1: 135: 0,2: lU:hg!' U(Ft.): :
: 118.50: C-IOO%: Comrn: 0.4:2.98:0.88491 0.0: 1.0:-----.:-----:-....---:----:----:----: 13.~:---------------: :
:No. Pipes' 1 Pipe flow travel time 'N' '0.013 _m__:m__: 207,S:O,006:d" 00:11.3: 175: Q.3: 13,t,:hgl' 4.4(Ft.) : :
: 119.00: A 0 BSO CSO D O:User: 2.0:2.9S:0.7260: 0.0: 4.3:------:-----:-------:----:----:----: 13.6:---------------: :
:No. Pipes' I Pipe flow travel time 'N' '0.013 m___:_____: 211.nO,006:d" 60:11,1: 175: Q.3: 13J::hgl' U(Ft.) : :
: 120.00: A 0 BSO CSO D O:User: 3.3:2.92:0.7240: 0.0: 7.1:------:-----:-------:----:----:----: 13.6:---------------: :
: 120.00: C-IOO%: Comm: 0.9:2.92:0,8847: 0,0: 2.4:------:-----:-..-----:----:----:----: lH:---------------: :
:No. Pipes' Pipe flow travel time 'N' '0.013 nm_:_m_: 221.2:0.006:d' 63:12.3: 80: o.l: 13,9:hgl' 4.l(Ft.): :
: 120.50: C-I00%: COlDm: 1.5:2.90:0.8846: 0.0: 3.8:------:-----:----..---:----:----:----: 13.9:---------------: :
:No. Pipes' I Pipe flow travel time 'N' '0.013 ------:-----: 225.0:0.00S:d' 63:10,4: 420: 0.7: 14.6:hgl' 0.4(Ft.): :
: 121.00: A 0 BSO CSO D O:User: 409:2.83:0.7200: 0,0: 9.9:mm:__m:_.._..____:____:m_:____: IU:m------------: :
: 121.00: C-100%: COUlm: 2.1:2.83:0.8843: 0.0: 5.3:---n-:-----:u.-----:----:----:-n-: 14.6:---------------: :
I I I I I I I I I I I I I I I I I I
,---------,----------------,------,-------1----,------1------1-----1------1-----'-.'-----1----1----1----'---.- 1---------------, I
: 121.00: :: 103.1:2.83: : :240.21 : : :::: 14.6:Stream Summary: :
I I I I I I I I I I I I I I I I I I
I---------I----------------I------,-----~-I----,------l----~~I-~.--I------l-----I-.'--~--I----t----.----,-~-~.I---------------I 1
: 800.00:~---------------:--~---:-------:--~-:---.--:--~---:-----: :0.007: :: 250: 7.3:-----:INITIAL SUBAREA: :
: 801.00: C-100%: Comm: 0.3:4.13:0.8886: 42.6: 1.1:------:-----:--,-----:----:----:----: 7.2.:---------------: :
J_________,________________I______,_______I__~_'______1~_____I_____I______I_____I_.___._I____I____l____I_____I_~.~_._________I I
1 1 . 1 I 1 J . I 1 I 1 1 1 I' , 1
1_________1________________1______1_______1____1______1______I_____I______I_____I_______l____'____'____I_~_~_J___~~~_~___.~__J r
1 1 1 I 'I 1 1 I I 1 I I 1 1 1 11
1 I 1 1 1 1 1 I I 1 1 1 1 . 1 1 1 J
.--------~I---~~----~-.----I------r-------I----r------I------,~----,-~----I-----I-.-.-.~I----.-~-~I~---'-----1---------------1 I
1 1 1 1 I 1 I t I 1 1 I I 1 1 I II
,--~--~---l----------------,------I~------I----I------,------1-----,------'-----1--.-----'----,----1----1-----1---------------1 1
, , ,
l-~--------------------------------------------------------------------------------------------------------------------------( 1
: Version 3,2 Copyright (c) CIVILCADD/CIV1LDES1GN, 1992 : :
-t-------------------------------------------------------------------- -------------------------------------------------------- t-
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-+-------------------------------------------------------------------- -------------------------------------------------------- +-
Rancho Community Church I, Bridgeport, Hwy 79S, lemecula
Ultimate
JPN
I 1-7-05 on Santoro lot replaced open chan wi pipe I
:__w~_________________________________________________---------------------.---.-.-----------------------.-------------------:
: Project: rccl3.rrv Page 7 Calculated By: :
: Study Date: 1/715 Moisture Condition(AMC): 2 Checked By: : I
: 100,0 Year Storm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0.550 : :
:*****************************'* R A I ION A L H Y 0 R 0 LOG Y - R 1 V E R SID E C 0 ***********'****************: :
:Station/: Soil Type : o eve 1. : Area: I : C :L Elev: 0 0 :Slope:5ection: V : L : I : Ic : Hydraulics ::
:Point No,: A,B,e,O : Type :(Acres)Un/h: : :(sub):lotal :v/hz : :Fps: ft.:min.: min.: or notes ::
:---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----J----l----:-----l---------------: :
:---------:----------------:------:-------1----1------:------:-----: 1.10~O.009:Street: 2.5: 265: 1.8:-----: qavg= 3.21 ::
: 48.0 wide street : : :: : : : : : :::: dn=O.3 Flow hw=12.9: :
: flow to pt.' ::::::: Wdth etr-Brk= 12.0: Ix-fall: 0.0200 Ox-fall: 0.0200 ::
: 801.20: C-100%: Corom: 1.1:3.6nO.8874~ 40.1: 3.7:-n---:-----:---..-._-:----:----:----: 9.1:-n------------: :
~---------:----------------:------:-------:----:------:------:-----: 4.84:0.006:Street: 2.6: 400: 2.6:----.-: qavg= 6.76 ::
: 48.0 wide street : : :: : : : : : :::: dn=().4 Flow hw=17.0: :
: flow to pt.1 ::::::: Wdth Ctr-Brk= 12.0: Ix-fall= 0.0200 Ox.-fall= 0.0200 ::
: 801.50: C-100%: Comrn: 1.1:3.20~0.8858: 37.6: 3.3:nnn:-----:-..-~-..-:----:----:----: 11.?:-------nn----: :
I :---------:----------------~-----.:-------:----:------~------:-----: 8.10:0.005~Street: 2.8~ 140: 0.8:----~: qavg= 12.02 ::
: 48.0 wide street ~ : :: : : : : : :::: dn=O.5 Flow hw=23.0: :
: flow to pt.i ::::::: Wdth etr-Brk= 12,0: Ix-fall= 0,0200 Ox.fall= 0,0200 ::
: 802.00: C-100%: Corom: 2.5:3.08:0.8853~ 36.9: 6.8:--n--:-----:-..-..-..-:-n-:--n:n--: 12.!.:-nnn----n--: :
: 802.00: C-100%: Corom: 2.2:3.08:0.8853: 0.0: 5.9:--n--:n---:---..-...:----:--n:----: 12.5:-n---n--nn-: 1
:---------:----------------:------:-------:----:------:------:-----: 20.82~0.007:Street ~ 3.5: 820: 3.9:----..: qavg= 24.83 :
~ 48.0 wide street : : :: : : : : : :::: dn=O.6 Flow hw=24.0:
I : flow to pU ::::::: Wdth Ctr-Brk= 12.0: lx-fall' 0,0200 Ox-fall= 0.0200 :
:: 803.00: C-100%: Coml: 2.8:2.66:0.8834: 31.0: 6.6:n-n-:nn-~--...-...:nn:----:----: 16.4:---------------:
:: 121.00: Improved channel travel time : 27.39:0.010:b:: 0.0: 3.0: 280: 1.5:--n_'ln= 0.02 dn= 0.3:
: : ~ :: : : : :::: 17.9:LZ=90.0 RZ=90.0:
I! 121.00: C-100%: Corom: 1.8:2.53:0.8828; 28.1: 3.9;n----:--n-;...-_.-_.-:----:n--:----: 17.~I:---------------\
I I I I I \ I I I I I I I I I tit
I \---------1----------------1------1-------1----1------t.-----t-----t------t-----t-~-~---l----I----t----t----..1---------------1
: : Confluence ICIl= 14.6 IC#2= 17,9 TC#3= 0,0 TC#4= 0.0 le#5= 0.0: : : : Largest :
:: Analysis 011=240,23 0#2= 31.29 0#3= 0.00 0#4= 0.00 0#5" 0.00 Area = 114,89: Confluence :
: : 1#1= 2.B3 1#2= 2.53 1#3= 0,00 1#4= 0.00 m, 0.00: : 0=265.74 :
:: 121.00: AR1= 103.1 AR2= 11.8 AR3= 0.0 AR4= 0.0 AR5= 0,0: : :
: :: 01 = 265.7 02 = 0.0 03 = 0.0 04 = 0.0 O!., 0,0: I ,: :
: :---------:----------------:------l-------:----:------l------:-----:------:-----:-..-----:----:----:----:----..:---------------:
:: 121.50: Improved channel travel time :265.74:0.005:b:' 4.0: 5.9: 260: 0.7:-----:0= 0.03 dn= 3.9:
::: ::: :::: : : : 15.:i:lZ= 2.0RZ= 2.0:
:: 111.50: C-IOOl: Comm: 1.9:2.75:0,BB39: 23.0: 4.6:------:-----:-.---.-:----:----:----: 15.,:--~------------:
:: 122.00: Improved channel travel time :270.39:0.005lb:: 4.0: 6.0: 255: 0.7:----..:n= 0.03 dn= 3.9:
::: :: : : : : ::: : 16.(I:LZ= 2.0RZ= 2.0:
:: 122.00: C-I00%:User: 3.5:2.69:0.7490: 21.n 7.0:------:-----:-..-..-..-:----:----:----: 16.0:---------------:
~ l 123.00: Improved channel travel time :277.41:0.00S:b:: 4.0: 6.1: 290: 0.8:-----:0= 0.03 dn= 3.9:
::: :: : : : : ::: : 16.H:LZ= 2.0RZ= 2.0:
:: 123.00: A 0 850 C50 0 O:User : .5.0:2.62:0.7100: 20.1: 9.3:------:-----:--,...-_.-:----:----:----: 16.8:---------------:
: ~ 124.00: Improved channel travel tilDe :286.71:0.00S:b:: 4.0: 5.9: 360: 1.0:----..:n= 0.03 dn= 4.0:
::: :: : : : : ::: l17.E::LZ=2.0RZ=2.0:
:: 124.00: A 0 850 C50 0 O:User: 3.2:2.53:0.70S0~ 18.3: 5.6:------:-----:-..-----:----:----:----: 17.H:---------------:
:: 190.10: Improved channel travel time :292.3S:0.005:b:: 4.0: 6.1: 440: 1.2:-----:n= 0.03 dn= 4.0:
::: :::::::::::: : 19.I.:LZ=2.0RZ=2.0:
: : --------- :----------------: ------: -------: ----: ------: ------: -----: ------: ----- J -.'---..-: ----: ----: ----: -----: ---------------:
: ]---------:----------------:------:-------:----:------:------:-----:------:-_._-:-.._.,-~-:----:----:----:---_..:---------------:
: : ------ -- ----- ---------------- ----- - -- ----- --- ----------- --- --------------- --------,--.--.------- ----- ----------.- -------------- - \
: : Version 3,2 Copyr ight (c) CIVILCAOO/C1VILOESIGN, 1992 :
-+----- --- --------------- ------ ------------- -------- ------ ----------- - --- ----------..-..- ..------------------------- ------ --- ----- +-
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-t-------------------------------------------------------------------- --------------,--------------------------'---------------- t-
Rancho Community Church I Bridgeport, Hwy 795, Temecula :
Ultimate . :
JPN :
, 1-7-05 on Santoro lot replaced open chan wI pipe :
1____________________________________________________________________________________________________________________________1
, '
: Project: rccl3,rrv Page B Calculated By: :
: Study Date: 11 7/ 5 Moisture Condition(AMC): 2 Checked By: :
: 100,0 Year Storm I hour rainfall: 1,30 (In,) Intensity Slope: 0.550 :
:iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii RAT ION A L H Y 0 R 0 LOG Y R 1 V E R SID E C 0 iiiiiiiiiiiiiiiiiiiiiiiiiiii:
:Station/: Soil Type :Oevel.: Area: I , C :L Elev: Q Q :Slope:Section: V L: T : Tc : Hydraulics :
:Point No.: A,B,C,O : Type :(Acres):in/h: : :(sub):Total :v/hz : :Fps, ft,:min,: min.: or notes :
:---------l----------------:------:-------:----:------:------:-----:------:-----:--'-----:----:----:----:-----:---------------:
: 190.10: C-IOO%:User : 11.0:2.44:0.7640: 0,0: 20.5:------:-----:-------:----:----:----: 19.1:---------------: :
:No. Pipes = Pipe flow travel time 'N' : 0.013 ------:-----: 312.a:0.OOS:d= 72:12.0: 420: 0.6: 19.6:hgl= 5.2(Ft.)] :
:---------:----------------:------:-------:----]------:------]-----]------]-----:-------:----:----]----:-----:---------------: :
: Total study area: 139.43 (Ac,) Peak flow rat.e : 312,827 (CFS) : :
, I 'I' , , I I I I I'" 1 I I
1---------,----------------1------,-------1----,------1------,-----,------'-----1-------'----,----'----,-----1---------------1 ,
I I I' I' I , 1 , I " I I I 1 I
1---------,----------------1------,-------1----,------1------.-----,------'-----1-.'-----1----,----'----.-----1---------------, I
t_________I________________.______I_______.____I______1______1_____1______1_____1_______1____1____1____1_____1_______________1 I
I I 'I I I 1 , I I I It'. I I I
1_________1 ________________,______,_______ I ____,______1 ______. ____HI ______, _____1 _.,____.._1____1____.____'_____ 1_______________ 1 I
I 1 '1 I I I , , , I l' 1 . I I I
1 I 'I' I , I I I I I I , I I I'
,---------1----------------,------1-------.----1------,------,-----,------1-----1-------1----'----.----,-----1---------------1 I
I I I I I I I . , I I I I . I I I I
1---------I--~-------------,------l------- I ----1------1------.-----1------'-----1-.'---..-.----1----,----, ----- I ---------------1 1
I I 'I' I . I I I I I 1 . I I I I
,---------1----------------.------1-------'----1------.------'-----1------'-----1-------1----.----,----.-----1---------------1 1
I I I. I I I . I . I .. I t I II
I ---------1----------------1 ~----~ 1------- I ----, ------1------, -----.------'-----1--'----.-. ----'----1----1 --~~.1--------------- I I
I I . I 'I , I I I I I 1 1 I I , I
,---------I---------~------.------I-------'----I------,------1-----1------1-----1-------1----.----'----1-----1---------------, 1
: ---------: ----------------: ------] -------: ----: ------: ------: -----: ------: -----: --,---_.-: ----: ----: ----: -----: ---------------: :
]---------:----------------:------:-------:----:------:------]-----:------:-----:-------:----:----:--~-:-----:---------------: :
:---------:-------~--------:------]-------:---~:------:------:-----:------:-----]_.,-----:----:----:----:-----:---------------: :
I_________I____~___________I______I_______.____I______1______1_____1______1_____1_______1____1____1____1_____1_______________, ,
1 I 1 I , I I I I 1 I I I I . 1 , 1
I I I I I' I 1 , I I , I I I I I I
,---------t---~------------I------I-------I----I------1------'-----,------'-----1-.'-----.----,----'----1-----1---------------1 I
I I I I I I I , I I I I 1 . I I I I
1---------1----------------,------1-------1----.------,------,-----1------.-----1-------.----.----'----1-----1---------------1 f
: ---------: ----------------: ------: -------: ----: -----~] ------: -----: ------: -----] --'---_.-: ----: ----: ----: -----: ---------------: :
1 1 I 1 I' I . , I I I'.' I 1 I
.---------.----------------1------,-------,----.------1------'-----I----~-,-----I-------I----I----I----t-----.-----------~---, ,
]---------]----------------:------:-------:----:------:------:-----:------:-----:--'-.---:----:----:----:-----l---------------: :
t, I' 1 I , I . I , ,. I I I 1 I
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I I I I I I , I I I . I I I I 1 I I
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I I I I 1 I 1 I , I I t I I I' 11
I-~-------I----------------I-~----,-------.----I------I------I--~--I------I-----'-------'----I----I----l-----1---------------, I
:---------:----------------:------:-------:----:-~----:------:-----:------:-----:--_._--:----:----:----:-----:---------------\ :
1_________,________________I______I_~_____'____I______1______1_____1______1_____1_______1____1____'____1_____1_______________1 I
I I 1 I ,. I I I I I I I . ., I I
:---------:--~-------------:------]-------:----:------:------:-----]------]----~:-------:----:----:----:-----:---------------: :
1_~_______I________________I~___~~I_______I____.~_____1______'_____I______I_____I_______I____l____'__~_I_____1_______________1 I
I' . I I I I I I I I I 1 , I I I'
:---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:----:-----l---------------: :
:---------:---------------~:------:-------:----:------:------:-----:------:-----:-------:----:----]----l-----:---------------: :
: Version 3.2 Copyright (cl C1VILCAOO/CIV1LDESIGN, 1992 : :
,________________________________________~___________________________________________________________________________________1 I
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\1.--
Checked by ~
Riverside County Rational Mathoa Hydrology
RI<4H ver 7.0d Jan. 2005 by Jack Uorris, PE (C)2004
File: TEC\RCC\RCC-13 Calc'd by JPN e~ited 01-06-2005
Page 1
I
II
(-'l-or
12:48
Date
+----------------------------------------------------------------------..---,---------------------.-----------------------+
Rancho Community Church I Bridgeport site, Hwy 795, Temecl.lla
Proposed ultimate condition
: WI,H 72" I<CI' 7Ht.U SII-V'cuAO :
+-----------------------------------------------------------------------.-..-.--------------------..-----------------------+
100 - year frequency: -Log log slope of 1-0 curve = .550 (il
100-yr l-hr 0= 1.3" (i),
I
.----------------------------------------------------------------------------------------------------------------------,
,----------------------------------------------------------------------------------------------~-----------------------,
:Elell.:SA:Soil:Oell.: A I
: (RI): (ai) :acres: in/hr:
c
Uode
.
:Qsub:Q tot:Slope:Process/Section: v L: Tt : Tc Hydraulics
:cfs : cfs : 'I' :fps : ft. ;min.: min.: & Notes
I
:-------:-----:--:----:----:-----:-----:----:----:-----:-----:-----------~_..-:----:----:----:-----:--------------------:
: 1209:--:----:----:-----:-----:----:----:
,--------------------,
, ,
'01
,-----,---------------,----,----,----,
" "',
4 : 0.64:4.823:.S32:2.57:-----:.2405: Initial Area ;0.63: 210:5.53:-----;
;-------:-----: 1: 0
I
102 : 1158:--;----:----:-----;-----:----:----: 2.57:-----:----------------:----:----:----: 5.53:--------------------:
Q all9 :
6.7
:-------:-----: 2: 0
4: 2.20:4.527:.82S:S.24:-----:.1219:Uat. lIal. charl.:7.90: 320:0.68:-n--:
103 : 1119:--:----;----:-----:-----:----:----:10.81:-----:---------------:----:----;----: 6.21:--------------------:
I
3: B
1.22:4.179:.73S:3.76:-----:.1050:
ZO'-Street
6"CF O"Gtr
:6.86: 400:0.97:-----:0max=0.20'
X-falls: .020 .020 2-sided flow
Qall= 12.7:
:-------:-----:
4
104 1077:--:----;----:-----:-----:----:----:14.57:-----:---------------:----:----:----: 7.18;--------------------:
: ___nn: _nn :
A to't: 4.06:
:n___:
I
:--------------------:
,--,----,----,-----,-----,----,----,
" , , , , , ,
,-----,---------------,----,----,----,
" ""
: -----: Hew stream # 2
: -----:
,-------,-----,
, , ,
:--------------------:
,-----,---------------,----,----,----,
" ""
201
: 1201:--:----:----:-----:-----:----:----:
I
4 : 1.84:4.498:.827:6.85:-----:.2600: Initial Area ;0.80: 300:6.28:-----:
:-------:-----; 4: 0
202 : 1123:--:----:----:-----:-----:----:----: 6.85;-----:---------------:----:----:----: 6.28:--------------------:
4 ; 3.86 :4.109:.735: 1 1. 7: -----:. 084S:uat, lIal. c:han.: 7.73: 520: 1. 12: ___on:
CaliS: 12.7
:-------:-----: 5: B
203 : 1079:--:----:----:-----:-----:----:----:18.51:-----:---------------:----:----;----: 7.40:--------------------:
I
0.72:4.000:.732:2.11:---n:.0200: 22' 1/2-St:reet:4.47: 100:0.37:---'--:Omax=0.42' Cav:: 19.6:
4"CF O"G'tr X-falls: .020 .020 1'~sided flow
: __n___: _n__: 6' B
4
104 1077:--:----:----:-----;-----:----;----:20.62:-----:----------..----:----:----:----: 7.78:--------------------:
I
: ----- :
:-------:-----:--:
: -----:
104
S'tream:
Tc:
I:
Qpeak ;
x Ratio:
Ccnfluencing 2 streams
2
7.78
4.000
20.62"
7 .18
4.179
14.57
12/11
13.94 of-
I
I
34.56 cfs at Tc:: 7.78 min. 1'rom 10.5 acres
Stream # 1
: Qadj:
20.62
Q confl ::
,-------,-----,
, , ,
:-----:
7.78:--------------------:
104
'04
: n: ____: ____: 10. 48: -----; n__: ____: 34.56: _____: ____n____.'___._: ____: ____: -___:
1077:--:----:----:-----:-----:----:----:
: -----: ----------..-..-..: ----: ----: ----:
;--------------------:
I
:-------:-----: 7' B
3.14:3.927:.729:9.00:-----:.0157: 44'-Street :4.4S:70.0:0.26:---..-:0max:O.42' Qall: 39.1:
4"CF O"Gtr X..falls: .020 .020 2..sided flow
4
105 1076: --: ----: ----: -----: -----: ----: ----: 43.56: -----: ----------- -..-.-; ----: ----: ----: 8. ('4: --------------------:
I
:-------;-----: s' B
4
7.72:3.3.75:.708:18.4:-----:.0255: 44'-Street ;5.23; BOO:2.55:----.-:0max=0.44' Qav= 52,8:
4"CF Q"Gtr X"falls: .020 .020 2-sided flow
111 1056:--:----:----:-----:-----:----:----:62.01:-----:--------------..:----:----:----:10.~9:--------------------:
I
,----------------------------------------------------------------------------------------------------------------------,
,--------------------------------------------------------------------------_.._--------------------------~--------------,
: Dell.Type: 4= 2-1/2 Acre Lots
,----------------------------------------------------------------------------------------------------------------------,
,----------------------------------------------------------------------------------------------------------------------.
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Riverside County Rational Hethod Hydrology
File: TEC\RCC\RCC-13 Calc'd by JPN e~ited 01-06-2005 12:48 ChecKed by
Pags 2
Date
:======================================================================================================================:
Node
.
:flev.:SA:Soi1:0ev.: A I
:(RI):(aiJ:acres:in/hr:
c
:Osub:a tot:Slope:Process/Section: V
:cfs : cfs : '/' :fps
L : Tt
ft. :min.
Tc Hydraul ice
min.: & Notes
:-------:-----:--:----:----:-----:-----:----:----:-----:-----:---------------:----:----:----:-----:--------------------:
:-------:-----: 9: 0
: 6.70:3.375:.806:18.2:-----:
Add Subarea
:0.00:0.00:-----:
111
:__:____:____:_____:_____:____:____:80.23:_____:_______________:____:____:____:10.59:____________________:
,-------,-----,
, , ,
A tot= 28.04:
: u___:
: _u__:
,--,----,----,-----,-----,----,----'
" I , , , , ,
,-----,---------------,----,----,----'
" ", I
:--------------------:
: _____u: _____:
: u___:
:-----: New stream" 3
301
: 1121:--:----:----:-----:-----:----:----:
:-----:---------------:----:----:----:
:--------------------:
:-------:-----:10: e
4 : 1.35:3.392:.709:3.25:-----:.0855: Initial Area :0.99: 620:10.5:-----:
302 : 1068:--:----:----:-----:-----:----:----: 3.25:_____:_______________:____:____:____:10.49:______--------------:
:-------:-----:11: B
4 : 0.92:3.225:.701 :2.08:-----: .0348:tlat. val. chan. :3.80: 230: 1.01 :u-__:
Q 01119 =
4.3
303 : 1060:--:----:----:-----:-----:----:----: 5.33:-----:---------------:----:----:----:11.50:--------------------:
:-------:-----:12: B
4
6.82:2.863:.683:13.3:-----:.0083: 44'-Stree'l: :3.24: 540:2.78:un-:Omax=0.44' Qav= 11.9:
4"CF O"Gtr X-falls: .020 .020 2.-sided flow
111 1056: __: uu: ____; _u__: __u_: u__: _u_: 18. 67: _uu: _____u_u.~_ ---: __u: ----: _u_: 14.28: _u___u_u______u_:
:-------:-----:--:
: ___u:
: _uon:
111 Confluencing
Stream: 1
Tc: 10.59
I: 3.375
Qpeak: 80.23*
x Ratio:
= Qadj: 80.23 +
2 streams
3
14.28
2.863
18.67
Tcl/Te3
13.85 Q confl =
94.07 cfs at Tc =
10.59 min. ~:rom
37.1 acres
Stream " 1
,-------,-----,
, , ,
,-----,
, ,
: _u__:
111
:--:----:----:37.13:-----;----:----:94.07:-----:-----------.----:----:----:----:10.59:--------------------:
:-------:-----:13: C
: 0.63:3.375:.778:1.65:-----:
Add Subarea
: O. 00: O. 00: u_.~_:
111
111
: __: ____: ____: _____: _____: ____: ____: 95. 73: _____: __________oo_.~__: ----: ----: ----: 10.59: --------------------:
1056:--:----:----:-----:-----:----:----:
: -----: ---------_.~_._--: ----: ----: ----:
,--------------------,
. '
:-------:-----:14: C
4 : 4.57:3.203:.772:11.3:--n-:.0145: \_/ehan 8::3.0 :6.65: 420:1.05:n-oo-: Dn=2.00'
Q= 79.8 :
112 : 1049: n: un: ____: n___: _n__: uu: ____: 107.0: _____: __n__n__.._.~__: _n_: n__: _n_: 11.1>4: __u_______n_______:
,-------,-----,
. , ,
A tot= 42.33:
:___u:
:------:
:--:----:----:-----:-----:----:----:
,-----,----------..----,----,----,----,
" ",'
,--------------------,
, ,
,-------,-----,
, , ,
: u___:
: _uoo_: Uew stream' 4
504 : 1063:--:----:----:-----:-----:----:----:
,-----, ---------_.._.~--, ----, ----, ----,
" ,."
,--------------------,
, ,
:-------:-----:15: C
4 : 4.59:2.665:.751:9.19:-----:.0121: Initial Area :0.72: 700:16.3:---"-:
505 : 1055: --: ----: uu: _____: _____: ----: _u_: 9.19: _____: _uuu_u.._..__: ----: _u_: ----: 16. :!7: __u______________u:
:u__u_:u___:16: C : 14 : 5.56:2.380:.882:11.7:-----:.0097: 4S'-Stree1: :3.01: 670:3.72:---'.-:Omax=0.51, Qav= 15.0:
6"CF 24"Gtr X-falls: . 020 .020 :!-sided flow :
506 1048:--:----:----:-----:-----:----:----:20.86:-----:----------~.-..--:----:----:----:19.~9:--------------------:
:_______:_u__: : 0 :0.00:-----:.0056: \_/chan 8=:3.0 :3.28: 360:1.83:-n..-: On=1.29' Q= 20.9:
112 1046: --: ----: ----: -----: -----: __u: ____: 20. 86: n_u: __________.._.._.~: uu: _u_: _u_: 21. f12: ___n_______________:
:===============================================================================================::======================:
: D&v.Type: 4= 2-1/2 Acre Lots
14= Commercial
: == ====::; ===== ==: == ===== ==:: === ===== ===== =========== ==;::;======;::;===: ===== === = =:=:=:::=======:::=====:::====::============= ========= :
\A..
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Riverside County Rational Method Hydrology
Fi le: TEC\RCC\RCC-13 Ca1c'd by JPU ecpted 01-06-2005 12: 48 ChecKed by
Page 3
Oat€:
:======================================================================================================================:
Node
.
:Elev.:SA;Soil:0ev.: A I C
: (RI): (a.;) :acres: in/hr:
l : Tt
Te Hydraulics
min.: & Notes
;Qsub:a tot:Slope:Process/Saction: V
:cfs : efs : '/'
: fps
ft. :min.
: -------: -----: --: ----: ----: -----: -----: ----: ----: -----: -----: --------_.~- ----: ----: ----: ----: -_._--: --------------------:
112 Confluencing 2 streams
Stream:
Te:
I:
Qpeak:
x Ratio:
::; Qadj:
1
11.64
3.203
107.03*
4
21.82
2.268
20.86
Tcl/Tc4
11.13 a confl =
118.16 efs at Tc = 11.64 m1n. from
107.03 ...
52.5 acres
Stream. 1
: -------; -----:
:-----:
:--_.--:
112
: --: ----; ----: 52.48: -----; ----: __u: 1 18. 2; __u_; ----------'--.-..-: ----; _u_: ----: 11.64: --------------------:
112 :40.60:--:----:----,:-----:-----:----:----:
:--------------------:
:-----;---------_._----;----:----;----:
;-------:-----:17; C : 14 : 0.17:3.181:.886:0.48:-----:.0067:
:8.33;75.0:0.15:------: On=4.25'
0=118.2 :
51" pipe
: 112.5 : 40. 10; u: ____; uu: _nn: __n_: ____; ____: 118.6: _____: _______n__.._.__: u__: _u_: un; 11.79: n__u__n__________;
:-------;-----:18: C
4 ; 1.78:3.138:. 770:4.30:-n--: .0064:
:9.32: 165;0.30;-----; On=3.57'
0=118.6 :
51" pipe
113 :39.05:--:----:----:-----:-----:----;----:122.9:-----:-------------._-:----:----:----:12.09;--------------------:
:-------:-----;19; C
:0.00:0.00;-----:
: 0.27;3.138:.886:0.75:-----;
Add Subarea
113
113
;--:----:----:-----:-----:----;----:123.7;-----:-------------..-:----;----;----:12.09;--------------------:
;39.05:--:----;----:-----:-----:----:----:
:-----:---------------;----;----;----:
:--------------------;
:-------;-----:20: C
4 : 2.3S:3.054:.767;5.5S:-----:.0063:
51" pipe
;10.0: 365:0.61;-----: On=3.46'
Q=123.7 :
114 ;36.75:--:----;----:-----:-----:----:----;129.3:-----:--------------.-;----:----:----:12.69:--------------------:
:-------:-----;21: C
: 1.76:3.054:.885:4.76:-----:
:0.00;0.00:-----:
Add Subarea
114
:--:----;----;-----:-----:----;----:134.0:-----:---------------:----:----:----:12.69;--------------------;
114 :36.50;--:----:----;-----:-----:----;----:
;--------------------:
:-----:---------------:----:----:----:
:-------:-----:22: Be :
0=134.0 :
4 : 6.05:2.989:.732:13.2:-----:.0086:
54" pipe
:11.8; 360;0.51;-----: On=3.02'
115 :33.40:--:----:----;-----:-----:----:----:147.3:-----:---------------:----:----:----;13.20:--------------------;
:-------:-----:23; C
: 1.76:2.989:.750:3.94:-----:
Add Subarea
:0.00:0.00:-----:
115
115
:--;----:----:-----;-----;----:----:151.2:-----:---------------:----:----:----;13.20:--------------------;
;33.40:--:----:----:-----:-----:----;----:
,-----,---------------,----,----,----,
" ,,' I
:N___________________:
:-------:-----:
o
:0.00:-----:.0074:
54" pipe
:9.51;95.0;0.17:-----: 00=4.50'
0=151.2 :
116 :32.70;--:----;----:-----:-----:----:----:151.2:-----:---------------:----:----:----:13.37:--------------------:
:-------:-----;
A tot= 66.65:
: -----;
,--,----,----,-----,-----,----,----,
" , , , , , ,
:-----:---------------:----:----:----:
,--------------------,
, ,
:-------:-----;
:-----: New stream ~ 5
601
:56.20:--:----:----:-----:-----:----:----:
,-----,---------------,----,----,----,
" ""
:-------:-----:24: C : 14 : 0.10:4.328;.889;0.38:-----;.0070: Initial Area :0.49; 200:6.74;-----:
602 : 54. 80: --: __u; ----: __u_: u___: ---_: ____: 0.38: _____: ___u_u__.__ n_: u__: ____: un: 6. '74: n_u__u_____u_u_:
:---u--:-----:25; C 14 2.34:3.600:.887;7.47:-----:.0127; 22' 1/2-S-creet;2.80; 450:2.6S:-n.--:Omax=0.42' Oav= 4.1:
6"CF 24"Gtr X-falls: .020 .020 I-sided flow
603 :49.10:--:----:----:-----:-----:----:----: 7.86:-----;----------------:----:----:----: 9.42:--------------------:
:-------:-un:26: C : 14 : O.25;3.213:.886:0.13:-uu~.0065: 22' 112-Street:2.SB: 27S:1.7B:------:Omax=0.47' Qav= 8.2:
6"CF 24"Gt.- X-falls: .020 .020 1-sided flew
604 : 47.30: --: uu: u__: __u_: ---:--_: __n: ____: B. 58: _____: u________.._..__: ____: __u: u__: 11. 19: ____________________:
:-------:-----:27: C : 14 : 0.70:2.790:.884:1.73:---u:.0050: 22' 1/2-Stroet:2.43: 550:3.78:-un-:Omax=0.52' Qav= 9.4:
6"CF 24"Citr X-falls: .020 .020 i-sided flow
703 : 44.55: n: u__; _u_: _____: u_n: ____: ____: 10. 31: _____: ___________._.__._: _u_: u__: ____: 14. H7; _________u_____u__:
: ============ ===========================================================::=:::=::======== == =========:;= ============ === ====== :
: Dev.Type:
4= 2-1/2 Acre Lots
14= Commercial
: ================= ==== ==================================================::=:::== ====== ======== === ==:;===== ===== =========== = :
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R,verside County Rational Method Hydrology
File: TEC\RCC\RCC-13 Cdlc'd by JPN e~ited 01-06-2005 12:48 Checked by
Page 4
Date
.----------------------------------------------------------------------------------------------------------------------.
,----------------------------------------------------------------------------------------------------------------------,
Hode
.
:Elev. :SA:So'i 1 :Oev.: A I
: (RI): (ai) :acres; in/hr:
c
:Osub:a tot:Slope:Proc8ss/Section: V
: cfs : cfs : '/' : fps
L : Tt : Tc Hydraulics
ft. :min.: min.: & lIotes
:-------:-----:--;----;----;-----:-----:----:----;-----:-----:---------------;----:----:----:-----;--------------------;
,-------,-----,
, , ,
A tot= 3.39;
: _u__:
:--:----:----:-----;-----:----:----:
,-----,---------------,----,----,----,
" ""
,--------------------,
, ,
: n_____: _nn;
;-----: New stream" 6
701
:-----:---------------:----:----:----:
,--------------------,
, ,
;49.80;--;----;----:-----:-----:----:----;
:-------:-----:28: C : 14 : 2.81:3.936;.888:9.82:-----;.0118: Initial Area :0.83: 400:8.01:-----;
702 :45.07:--;----:----;-----;-----:----:----: 9.82:-----:---------------;----:----:----: 8.01;--------------------;
:-------:-----;29; C : 14 : 1.15:3.792:.888:3.87:-----:.0100:
;7.57: 255:0.56:-----: Dn=1.03'
Q= 9.8:
18" pipe
703 ;42.52;--:----;----;-----:-----;----:----:13.69:-----:---------------:----:----:----: 8.57;--------------------:
:-------:-----:--;
:__n_:
: --,---:
703 Confluencing
Stream: 5
Tc: 14.97
I: 2.790
2 streams
6
8.57
3.792
13.69*
Qpeak:
x Rat;o:
= Qadj:
10.31
Tc6/Tc5
5.90 +
7.3 acres
S'tream $I 5
13.69 Q confl =
19.59 cfs at Te =
8.57 min. from
:-------:-----:
: __n_:
:u..__;
703
703
8.57;--------------------:
: n: un: un: 7.35; __n_: _n_: ____: 19.59; _____: ___n_____._..____: nn: ____: _n_:
:38.00:--:----:----:-----;-----;----:----:
:-----;----------,-----:----:----:----;
,--------------------,
, ,
:-------;-----:30; C : 14 : 1.02;3.662:.887;3.31:-----:.0042:
30" pipe
;5.62; 190:0.56:n..--: On=1.67'
Q= 19.6 :
704 :37.20:--:----:----:-----:-----:----;----:22.91:-----:-----------..---:----:----:----; 9.13:--------------------:
;-------:-----:31: C : 14 : 4.12;3.528:.887:12.9:-----:.0050:
30" pipe
:6.27: 240:0.64;---.--: On=1.74'
C= 22.9 ;
715 :36.00:--:----:----;-----:-----:----:----;35.80;-----;-------------..-:----:----:----: 9.77:--------------------:
:-------:-----:
A tot= 12.49:
; -----:
,--,----,----,-----,-----,----,----,
" , , , , , ,
,-----,---------------,----,----,----,
" ",'
:--------------------:
:-------:-----:
: -----: Ilew stream If 7
7'1
;49.65:--:----;----;-----:-----;----:----:
,-----,---------------,----,----,----,
" ""
:--------------------;
:-------;-----;32; C : 14 : 0.67;4.559:.890:2.72:--n-:.0113: Initial Area :0.54; 200;6.13:-----:
712 :47.40:--:----:----:-----:-----:----:----; 2.72:-----:--------------.-:----;----:----: 6.13:--------------------:
:47.20:
;-------:-----:33: C
14
0.95:3.304;.886:2.78:-----:.0057: 22' 1/2-Stree't:2.08: 610:4.88:-----:0max=O.42' Cav= 4.1:
6"CF 24"Gtr X-falls: .020 .020 1-sided flow
714 :43.70:--:----;----:-----;-----:----:----: 5.50:-----:---------------:----;----:----:11.01:--------------------:
:-------:-----:34: C ; 14 ; 0.65:3.041:.885;1.75;-----:.0050: 22' 1/2-Street:2.23; 240:1.79:-----:0max=0.47' Qav= 6.4:
6"CF 24"Gtr X-falls: .020 .020 1-sided flow
715 :42.50:--:----;----;-----:-----;----:----: 7.25:-----:---------------;----:----:----:12.80:--------------------:
:=======================================================================~=~============================================:
: Dev.Type:
14= Commerc'ial
:=======================================================================::=======================:=======================;
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Riverside County Rational I-Iathed Hydrology Page 5
File: TEC\RCC\RCC-13 Calc'd by JPH ed,'itad 01-06-2005 12:48 ChecKed by Date __
======================================================================::=======================~=======================:
Uode
.
:Elev.:SA:Soi1;Oev.: A r
: (RI): (ai) :acres: in/hr:
IQsub:Q tot:Slope:Process/Soction: V
L : Tt : Te: Hydraul'ics
ft. :min.: min.: & Notes
c
: cfs : cfs : '/.
:fps
-------:-----:--:----:----:-----:-----:----:----;-----:-----;---------------:----;----:----:-----:--------------------:
715 Confluencing
Stream: 5
Te: 9.77
I: 3.528
Qpeak: 35.80*
x Ratio:
2 streams
7
12.80
3.041
7.25
TeS/Te7
5.53 Q confl =
41.33 cfs at Te:: 9.17 min. f,'om 14.8 acres
Stream" 5
= Qadj:
35.80 +
:-------:-----:
: n___ :
: n_,__:
715
715
: __: ____: __n: 14. 76: _____: ____: _n_: 41.33: n_n: _n________.._.__: nn: nn: _n_:
9.77:--------------------:
;35.50:--:----:----:-----:-----:----;----;
,-----,---------------,----,----,----,
,. ""
,--------------------,
, ,
:-------:-----:35: C : 14 : 0.34:3.413:.887:1.03:-----:.0050:
:7.11: 260:0.61:-----: On=2.30'
Q= 41.3 ;
36" pipe
716 :34.20:--:----:----:-----;-----:----:----:42.36:-----:-------------..-;----:----:----:10.38:--------------------:
: n_n__: _n__ :
o
36" pipe
:6.87: 185:0.45:-----: Dn=2.45'
Q= 42.4 :
:0.00:-----:.0049:
116 : 33.30: --: __n: nn: __n_; _dn; nn: nn: 42.36: n___: ________u__._.._: uu: n__: n__: 10.83: n_n__________nn_:
:-------:-----:--;
,-----,
, ,
,-----,
, ,
116 Confluencing 2 streams
Stream:
Tc:
I:
Qpaak:
x Ratio:
= Qadj:
5
10.83
3.334
42.36
11/15
37.72
o confl =
188.93 cfs at Tc = 13.37 min. from 81.6 acres
Stream . ,
1
13.37
2.969
151.21*
151.21 +
:-------:-----:
:___n:
: __n_;
116
:--:----;----:81.75:-----:----:----:188.9:-----:--------------.-:----:----:----:13.37:--------------------:
116 :32.20:--:----:----:-----:-----:----:----:
:-----:---------------;----:----:----:
:--------------------;
:-------:-----:36; BC: 4: 1.64:2.916:.729:3.46:n---:.0055:
:9.62: 255:0.44:-----: On=5.00'
Q=1a8.9":
60" pipe
117 :30.80:--:----;----:-----;-----;----:----:192.4:-----:---------------:----:----:----:13.81:--------------------:
:-------:-----:37: C
: 1.45:2.916:.885:3.74:-----:
;0.00:0.00:-----:
Add Subarea
117
117
:--:----:----:-----:-----:----:----:196.2:-----:---------------:----:----:----:13.81:--------------------:
,-----,---------------,----,----,----,
" ""
,--------------------,
, ,
:30.80:--:----:----:-----:-----:----:----:
:----n-:-----:38: BC: 4: 1.17:2.884:.727;3.71;-nn:.0056:
:9.99: 170:0.28:-----: On=5.00'
Q=196.2 :
60" pipe
118 :29.85:--:----:----:-----:-----;----:----:199.9:-----:---------------:----:----:----:14.10:--------------------:
;-------:-----:39: C
:0.00:0.00:-----:
: 1.33:2.884:.885:3.39:-----:
Add Subarea
118
118
:--:----:----:-----:-----:----:----:203.3:-----:---------------:----;----:----:14.10:--------------------:
:-----:---------------:----:----:----:
,--------------------,
, ,
:29.85:--:----:----:-----:-----:----:----:
:-------:-----;40: C : 14 : 0.39:2.859:.8B4:0.99:-----:.0056:
:10.4: 135:0.22:-----: On=5.00'
0=203.3 :
60" pipe
: 11B.5 :29.10:--:----:----:-----:-----:----:----;204.2:-----:---------------:----:----:----:14.31:--------------------:
:-------:-----:41: BC: 4' 1.99:2.B29:.724:4.08:-----:.0057:
:10.4: 175:0.2B:---'--: Dn=5.00'
Q=204.2 :
60" pipe
119 :28.10:--:----;----:-----:-----:----:----;208.3:-----:---------------;----:----:----:14.59:--------------------:
:n___n:__n-::42: BC: 4: 3.35:2.800;.723:6.78:n---:.0057: 60" pipe :10.6: 175:0.27:---.--: On=5.00' 0=20B.3:
120 : 27.10: n: _n_: nn: n___: ___.__: ____: ____: 215. 1 : ___n: n_n__n_.._.___: n__: ____; ____: 14. B7: ____________n_n___;
~ === ============= ============================ ===========================::=== ====================::= ========== ==== ======= :
: Dev.Type: 4= 2-1/2 Acre Lots
14= Commercial
,_______________________________________________________________________u_______________________..______________________,
,-----------------------------------------------------------------------..-----------------------..----------------------,
\"\.
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Riverside County Rational Method Hydrology
File: TEC\RCC\RCC-13 Calc'd by JPN eQited
Page 6
01-06-2005 12:46
Date
Checked by
:======================================================================::===============================================:
I~ode :Elev.:SA:Soil:0ev.: A
L : Tt : Tc
Hydraulics
I
C :Qsub:a tot:Slope:Process/Saction: V
.
:(RI);<ai);acres;;n/hr;
ft. ;min.: m"jn.: & I~otes
:cfs: cfs : '/' :
:fps
,-------,-----,--,----,----,-----,-----,----,----,-----,-----,----------.-..---,----,----,----,--..--,--------------------,
I I I I , , , , , I I I . I , I I I
;-------:-----:43: C : 0.94;2.800; .884;2.33;-----: Add Subarea ;0.00;0.00:--'---;
120 :--:----;----:-----;-----;----:----:217.4;-----:---------_.-----:----:----;----:14.87:--------------------:
120 : 26.90: __: ----: ----: -----: -----: _n_: ____: : u_n: nn_nn..____.__: ____: __n: _n_; : nnn_n___________:
;-------;-----:44: C : 14 : 1.47:2.787:.884;3.62;-----:.0063:
:10.0:80.0;0.13:--"--: Dn=5.25'
0=217.4 ;
63" pi!:,e
: 120.5 : 26. 40: n: nn: __n: nn_: n_n: nn: un :221.1: _nn; _nu_n_.'_.._.._: __n: ____: ~___: 1 5. 00: n_______n_n_n___:
:-------:-----;45: Be: 4; 4.88;2.719;.719:9.54:-----;.0049:
63" pipe
:10.2; 420:0.69;--.'--: Dn=5.25'
0=221.1
121 :24.35:--:----:----:-----:-----:----:----:230.6;-----:---------------;----:----:----:15.69:--------------------:
;-------;-----:46; C
:0.00:0.00:--..--:
: 2.12:2.719:.864:5.09:-----:
Add Subarea
121
; --; ----: ----: -----: -----: ----: ----: 235.7: -----; ---------- -..-..-: ----: ----: ----: 15.69: --------------------:
;-------:-----:
A tot= 103.1:
,--,----,----,-----,-----,----,----,
" , , , , , ,
,-----,----------_.._--,----,----,----,
" ",'
,--------------------,
, ,
:-------;-----:
: nn_: Hew stream " 8
801
:43.20:--:----:----;-----;-----;----:----:
,--------------------,
, ,
,-----, ------------ -..-' ----, ----, ----,
" ",'
:_n__n:_nn;47: C : 14 : 5.11:3.443:.887:15.6:-----:.0095: Init'ial Area ;1.08: 660:10.2:-----:
802 :36.90;--:----:----:-----:-----:----;----;15.60:-----;-------------..-:----;----:----:10.21:--------------------:
:-------:-----:48: C
Add Subarea
:0.00:0.00:-----:
: 2.15:3.443:.887:6.56:-----:
802
802
:--:----:----;-----:-----;----:----:22.17:-----:--------------.-:----:----:----;10.21;--------------------;
:36.90:--:----;----:-----:-----:----:----:
,-----,---------------,----,----,----,
" ,','
,--------------------,
, ,
:-------:-----:49; C
2.80;2.847:.884;7.05:-----:.0072: 48'-Street :3.24: 820:4.22:-----;Omax=0.59' Qav= 25.S;
6"CF 24"Gtr X-falls: .020 .020 2-s'ided flow
14
803 ;31.00;--:----:----:-----;-----:----:----;29.22;-----;---------------:----:----:----;14.43:--------------------:
:-------;-----:50: C : 14 : 1.75:2.716:.884:4.20:-----;.0104: Val.Gtr.Sect. :3.62: 280:1.29:-----:0max=O.33' Qavg=31.3;
121 :28.10:--:----:----;-----;-----:----;----:33.42:-----:---------------:----:----:----:15.72:--------------------:
,-------,-----,--,
, , "
,-----,
, ,
121 Conflueneing 2 streams
Stream: 1 8
Te:
I:
Qpeak :
)( Rat'io:
= Qadj:
15.69
2.719
235.69*
15.72
2.716
33.42
Tel/TeS
33.35 Q eonf1 = 269.04 cfs at Tc = 15.69 m'in. from 114.9 acres
235.69 +
Stream # 1
:-------:-----:
:n_n:
:-----:
121
121
:--;----;----:114.9:-----:----;----:269.0:-----:---------------:----;----:----:15.69;--------------------:
;24.33;--:----:----:-----:-----:----;----:
:-----:----------_._---:----:----:----:
,--------------------,
, ,
:-------:-----;51: C : 14 : 1.91:2.651:.883;4.47:-----:.0051: \_/ehan B;;4.0 :5.90: 260;0.73:---,--: On=3.B8'
Q=269.0 ;
: 121.5 : 23.00: --: __u: _h_: _____: __h_: ____: ____; 273. 5: _____: _n_n_n_.._'.__: un: un: ____: 16. 42; h__________________:
:-------:-----:52: C
4 ; 3.49:2.590:.748:6. 76:nn-: .0053: \_/ehan 8::4.0 :5.99: 255:0.71 :___u_: Dn=3.88'
Q=273.5 :
122 :21.65;--:----:----:-----:-----;----:----;280.3:-----:----------..-----:----;----:----:17.13:--------------------:
:-------:---h:53: Be: 4: 5.01:2.526:.708:8.97:-----:.0053: \_/Chan 8::4.0 :6.06: 290:0.80:---..-: Dn=3.91'
Q=280.3 :
123 : 20.10: h: ----; _n_: n___: _____: ____: ____: 289.2: n___; __n_________..___: nn; nn: _n_; 17. H3: _________________n_:
:-------:-----:54; BC: 4: 3.16:2.451;.704:5.45:-----:.0050: L/chan B::4.0 :5.95; 360:1.01:---..-; On=4.03'
Q=289.2 :
124 : 18. 30: --; ----: _n_: _h__; n___: n__: ____: 294.7: h___: __n______..___..; ____: nh: nh: 18.94: ____________________:
:===========================================================================::==========================================
: Dav.Type: 4= 2-1/2 Acre lots
14= Commercial
:===========================================================================::==========================================
\~
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Riverside County Rational Method Hydrology
File: TEC\RCC\RCC-13 Calc'd by JPIl e~ited
Page 7
01-06-2005 12:.S
Date
Checked by
.----------------------------------------------------------------------------------------------------------------------,
,----------------------------------------------------------------------------------------------------------------------.
Uode :Elev.:SA:Soil:0ev.: A I C
# : (RI): (ai) :acres: in/hr:
:Osub:Q tot:Slope:Process/Section: V
: cfs : cfs : . / . : fps
L ~ Tt : Tc Hydraulics
ft. :min.: min.: & Notes
,-------,-----,--,----,----,-----,-----,----,----,-----,-----,---------------,----,----,----,-----,--------------------,
I I ,. , . , , , , ., "'" ,
: 18. 00:
:-------:-----:55: C
14 :10.97:2.370:.763:19.8:-----:.0052: \_/chan B=4.0 :6.09: 440:1.20;-----: On=4.02'
Q=294.7
190.1 :15.70:--:----:----:-----:-----:----:----:314.5:-----;---------------:----;----:----;20.14:--------------------:
:10.90:
: n_nn: _____:
;0.00:-----:.0050:
Q=314.5
72" pipe
:12.0: 420;0.58;n._--: On=5.25'
o
: 191.1 : 8.80:--:----:----:-----:-----:----:----:314.5:-----:---------..-..---:----:----:----:20.72:--------------------:
,-------,-----,
, , ,
A tot::. 139.4:
:n_n:
,--,----,----,-----,-----,----,----,
" , , , , , ,
,--------------------,
, ,
,-----,--------_.._----,----,----,----,
.' ,,',
:-------:-----:--:----:----:-----:-----:----:----:-----:-----:--------_.._.._--:----:----;----:-_.._-:--------------------:
Civil ij
I'
,: [.1
?[ZX
[':.()
- 0 CC of
,.. If:}
: ===:::::.==============:::=::::::==:::========== ======================::.=========::.==::================= ======::========= ============= :
: Dav.Type: 2= Public park 14= Commercial
: ========== ============================ ======= =========== === = ====== =====::=::= == ========== ========::=== ============::.==== == :
,0<...
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RMH RC ver 7.0d Jan. 2005 RATIONAL METHOD HYDROLOGY Riverside County
(C) Copyright 1992-2004 Jack P. Norris, Tel 951-894-6296, Fax 894-6297
SIN 0 Jack P. Norris, RCE, 40019 Via Graziana, Murrieta CA 92562 951-894-6296
File TEC\RCC\SANTORO.DAT 19 records Edited 01-06.-2005 13:53 Run 01-08-2005
By JPN Work code 8 Job# RCC-l
+-----------------------------------------------_.~----------------------------+
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!
Link text: record number + process name
Streams: 2
101 201
lInit 18User F.fo(VI ilcC f.S
102
2Stre
103
3Stre
104
5Stre
105
6Pipe
106
7Pipe
107
8Pipe
108
9Pipe
109
10Pipe
110
11 Chan
111
12Chan
112
13 Chan
113
14Chan
114
l5Chan
115
16Chan
116
17Chan
191 <----'
'J.D
I -t-------------------------------------------------------------------- ---------------...-------------.--.-.--.-----------..--. t.
Rancho Community ChUTCh, Hwy 79S, Temecula. CA
Entire tributary area to existing RCB @ led Smith Rd & Hwy 79S
Reference hydrology run of RCC/Bridgeport 1/7/0S
lPN 1/7/05
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___________________________________________________________________w_____________.'._________________._______________________1
,
Project: santor .rrv Page Calculated By: :
Study Date: 1/7/ S Hoisture Condition(AHC): 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 IDE C 0 ****************************:
:Station/: Soil Type :Oevel.: Area: I : C :L Elev: Q Q :Slope:Section: V : L : T : Tc : Hydraulics
:Point No.: A,B,C,O lType i(Acres):in/h: : i(sub):rotal :v/hz : lFps : ft.:min.: min.: OT notes 1
:---------:----------------:------:-------:----:------:------:-----l------:-----:-------:----:----:----:-----l---------------:
1________.1________________1______1._____.1____1______1______1_____'______'_____1_______1____1.___1____1____.t_______________1
I 1 I I I I J I I , I I 1 I I t r
: 101.00:----------------:------:-------:----:------:------l-----: :0.013: :: 160: 7.1:-----:INITIAL SUBAREA:
: 102,00: A 0 BSO CSO 0 O:SF 1/4: 0.2:4.19:0,6279:1206.0: D.6:--....:.---.:---.---:---.:---.:----: 7.1:--------------.:
:--------- ----------------:------:-------:----:------:------:-----: 0.62:0.016:Street: 3.1: 400: 2.2:-----: qavg= 7.40 :
: 40.0 wide street : : :: l : : : : :::: dn=0.3 Flow hw::13.9:
: flow to pt.# ::::::: Wdth Ctr-Brk: 10.0: Ix-fall: 0,0170 Ox.fall: 0.0170 :
: 103.00: A 0 850 CSO 0 O:SF 1/4: 3,9:3,63:0.6167:1201,5: 11,6:------:-----:---...-:.---:---.:----: 9.3:---..---.-----.:
:---------:----------------l------:-------t----:------:------:-----: 12.21:0.011:Street : 3.3: 750: 3.e:-----: qavg= 18.19 :
: 40.0 wide street : : :: : : : : t :::: dn::O.4 Flow hw::19.2:
: flow to pt.# ::::::: Wdth Ctr-Brk: 10,0: lx-fall: 0,0170 Ox-fall: 0.0170 :
: 104.00: O-IOOI:SF 1/4: 4,0:3,01:0.6421:1193.5: 10,1:------:-----:-.---..:.--.:-.-.:..-.: 13,1:--.---------.--:
: 104.00: 0-1001:SF 1/4: 2.1:3,01:0.6421: 0.0: 5,4:------:-----:-.-.-.-:-.-.:----:---.: 13.1:--.-----------.:
t :_nn__n:_nn_n____n__:nnn:_______:____l__nn:____n:_____: 27.73:0.020:St.reet. : 4.7: 280: 1.0:--n.: qavg= 29.09 :
: 40.0 wide street : : :: : : : : : :::: dn=0.4 Flow hw=19.2:
: flow to pt.. ::::::: wdth etr-Brk= 10.0: Ix-fall:: 0.0170 Ox-fall= 0.0170 :
: 105,00: 0-1001:SF 1/4: 1.0:2.69:0,6400:1166,0: 2.4:------:-.-.-:-.-----:---.:---.:---.: 14.0:-------.-------:
:No. Pipes: Pipe flow travel time 'N' : 0,013 ------:-----: 30.2:0.00S:d: 36: 7.1: 300: 0.7: lU:hgl: 1.7(Ft.):
: 106,00: 0-1001:SF 1/4: 1.3:2.61:0.6366: 0.0: 3.1:______:_____:_______:____:____:____: 14,6:---------------:
:No, Pipes: Pipe flow travel time 'N' : 0.013 .-----:-----: 33,2:0,OOS:d: 36: 7.2: 250: 0.6: IS,3:hgl: 1,9(Ft.):
: 107.00: D-100t:SF 1/4: 16.5:2.75:0.8375: 0.0: 38.0:------:-----1-------:----:----:----: 15.3:--n-----------:
:No. Pipes: 1 Pipe flow travel time --- 'N': 0,013 ------:oo---: 71.3:0,00S:d: 36:1o.J: 400: 0.7: 16,0:hgl: 2,6(Ft.):
: 108.00: D-I00~:SF 1/4: 18.4:2.69:0.8362: 0.0: 41.4:------:-----:-------:----:----:----: 16.0:---------------:
:No. Pipes: Pipe flow travel time 'N' : 0,013 ------:-----: 112,7:0,OOS:d: 36:15,9: 460: 0.5: 16.S:hg[: 11.3(Ft,) :
: 109.00: 8-1001:SF 1/4: 6,5:2.64:0.7723: 0,0: 13.3:------:-----:------.:----:----:---.: 16.5:--------.------:
:No. Pipes: 1 Pipe flow travel time 'N' : 0,013 ---.--:.----: 12S.9:0.00S:d: 46:10,0: 340: 0,6: 17,I:hgl: O,9(Ft,) :
: 111.00: Natural Channel travel time t subarea flow addition :------:-----:-------:----:----:----:-----:-------.--..---:
:---------:----------------:------:-------:----:------:------:-----:125.93:0.046:Nat Ch :12.6: 980: 1.3:-----: qavg=202.41 :
: 111.00: A 0 BSO CSO OO:User : 65.5:2.49:0,7040:1135,0:115.0:------:-----:-------:----:----:---.: 16.4:---------------:
1 1 1 I I' 1 I 1 I 1 lit 1 1 I
1---------1----------------1------1-------.----1------1------1-----.------1-----1-------,----'----1----1-----,---------------,
:---------:----------------:------:-------:----:------:------:-----:------:-----]-------:----:----:----:-----:---------------:
1____________________________________________________________________________________________________________________________,
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: Version 3.2 Copyright (c) CIV1LCAOO/C1V1LOES1GN, 1992 :
-t.---.--..--..---.-.--------------------------------.---------------- ---------------.---...-----.-------.-.-..---.----------- t-
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-t-------------------------------------------------------------------- -------------------------------------------------------- t-
: Rancho Community Church, Hwy 79S, Temecula, CA
: Entire tributary area to existing RCB @ Jed Smith Rd & Hwy 79S
: Reference hydrology run of RCC/Bridgeport 1/7/05
: JPN 1/7/05 I
,_____.________________________ww___________________~______._________________________________________________________________1
I I
: Project: santor ,rrv Page 2 Calculated By: Jpw :
: Study Date: 11 71 S Hoisture Condition(AHC): 2 Checked By: U,J :
: 100.0 Year Storm 1 hour rainfall = 1,30 (In.) Intensity Slope = 0.550 :
:******************************* RAT ION A L H Y D R 0 L 0 6 Y - R I V E R ; IDE C 0 ****************************:
:Station/: Soil Type :Devel.: Area: 1 : C :L Elev: 0 : 0 :Slope:Section: V : L : T : Tc : Hydraulics
:Point No,: A,B,C,D :Type :(Acres):in/h: : :(sub):Total :v/hz : :Fps: ft.:min.: min.: or notes I
:---------:----------------:------:-------:----:------:------:-----:------l-----:---..---:----:----:----:---...:---------------:
: 112.00: Natural Channel travel time t subarea flow addition :------:-----:-------:----:----:----:-----:---------------:
:---------:----------------:------:-------:----:------l------:-----:240.90:0.019:Nat en : 9.2:1330: 2.4:----..: qavg=306.69 ::
: 112.00: A 0 B60 C40 D O:User : 65,2:2,33:0.7156:1110,0:108,8:------:-----:-------:----:----:----: 20,8:---------------: :
: 113,00: Natural Channel travel time t subarea flow addition :______:_____:---u___:----:----:----:----u:-___-----------::
:---------:----------------:------:-------:----:------:------:-----:349.6S:0.019:Nat en : 9.8: 970: 1.7:----~: qavg=379.13 ::
: 113.00: A 0 B60 C40 D O:User : 31.1:2.23:0,7095:1092,0: 49.3:------:-----:---..---:----:----:----: 22.4:---------------: :
: 114.00: Natural Channel travel time t subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :
:---------:----------------:------:-------:----:------:------:-----:398.99:0.018:Nat eh :10.3:1300: 2.1:----..: qavg=446.52 ::
: 114.00: A 0 B60 C40 D O:User : 51.4:2,13:0,7022:1068,0: 76,8:------:-----:-------:----:----:----: 24.5:---------------: :
: 115,00: Natural Channel travel time t subarea flow addition : ------: m__: _mm: ----: ----: _m: ------: ___________m_: :
:---------:----------------:------:-------:----:------:------:-----:475.74:0.015:Nat Ch : 9.7: 590: 1.0:----.-: qavg=503.34 ::
: 115,00: A 0 B60 C40 D O:User : 31.0:2,08:0,6989:1059,0: 45.0:------:-----:-----.--:----:----:----: 25,5:---------------: :
: 116,00: Natural Channel travel time t subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :
:---------:----------------:------:-------]----:------:------:-----:S20.78:0.037:Nat Ch :15.6J 790: 0.8:----..: qavg=554.88 ::
: 116,00: D-l00~:User : 39,0:2,04:0,7552:1029,5: 60,2:------:-----:-------:----:----:----: 26.4:---------------: :
: 191.00: Natural Channel travel time t subarea flow addition :______:_____:__m.__:____:----:----:--____:---------------::
:---------:----------------:------:-------:----:------:------:-----:58l,OO:O,OI8:Nat Ch :11.1: 970: 1,5:-----: qaug=589,12 ::
: 191.00: D-l00~:User: 9.4:1.98:0,7517:1012.0: 14,0:------:-----:--------:----:----:----: 27,":---------------: :
I I I I I I I I I I I I I I I 1 1 I
1---------1----------------1------.-------1----1------1------1-----1------1-----1-------1----1----1----1-----1---------------1 1
: 191.00: :: 346.6:1.98: : :595.0: : : :::: 27.U:Stream Summary: :
1_________1________________1______1_______1____1______1______1_____1______1_____1_______1___.1____1____1_____1_______________1 I
, I I 1 'I I 1 I I 1 I I I 1 1 , 1
:: :::::: :nnn:___n:___.__.__:nn:____:_n_: :User Data Entry: :
: 191.00: C-IOO%: Comm: 139.4:2.41:0.8821: 0.0:312.8:n----:-----:-------:nn:-n-:n--: 19.6:-------------n: :
:---------:----------------:------:-------:----:------:------:-----:------:-----:----_._-:----:----:----:---_..:---------------: :
i C~~:i~:~~e ~ ~;~;~9~~O: ~;;:;li~B; ~;;:= OOO~ ~;::' O~O~ ~;:~= O~O~:Area:= 4;6,01 i c~:;f~:~ce i i
: w= 1.98 I12= 2,41 113= 0.00 114= 0.00 115' 0.00: : 0=852,90 ::
: 191.00: AR1= 346.6 AR2= 139.4 AR3= 0.0 AR4' 0.0 A1I5' 0,0: : : :
:: 01' 852,9 02 = 0,0 03 = 0,0 04 = 0,0 OS, 0,0: , ,: : :
I I ., 1 1 1 1 I . I 1 I 1 1 1 1 I
1---------1----------------1------,-------1----.------ 1 ------ 1 -----1------ 1 ----- 1 ----.-.-- 1 ----1---- 1 ----1----.. 1 ---------------, ,
1 I : I 1 1 I 1 I I 1 I I I 1 . I . .1
1---------1----------------1------1-------1----'------1------1-----1------1-----'-------1----1----1----1-----,---------------1 1
: Total study area = 466.01 (Ac,) Peak floH rate = 852,898 (CF5) :
t 1 I 1 I I 1 , 1 1 1 1 I , I I I
1.-----.--,*-------*-------,------1-------1----1------,------,-----,------,-.---,-------'----1----1----1-----1--------.------1
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1---------, ----------------,------1-------'----1 ------,------1-----,------,-----,----..-..- 1---- 1 ----'----1----0',---------------,
I 1 1 I I I I I 1 , I I I I t I I
,---------,----------------,------,-------1----1------1------1-----'------'-.---1---.----'----1----1----1-----,---------------1
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,---------1----------------1------1-------1----1------,------,-----,------,-----,-----_.-,----,----'----1----..,---------------,
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1---------,----------.-----,------,-------1----1------.------1-----,------1-----1---.----,----'----1----1-----1---------------1
1_________1________________ 1 ______ 1_______1____ 1______,______._____,______1_____'_.._.._.__1____'____1____1____0.. _______________1
1 I 'I I' 1 I , I 1 I' I I I I
I I I 1 I 1 I I 1 I I " I 1 I I
,---------1----------------,------,-------'----1------.----.-1-----.------1-----1-------1----1----1-.--1----.wl_______________1
1 I 1 I I I 1 I lit I I , 'I 1
,---------1----------------.------1-------1----1------,------ t ----* ,------ t -----1-"---"- t ----, ---- 1 ---- t ----.. t ---------------1
1 1 I! I I I I I I I I I I I I I
,---------1----------------,------1-------1----1------1------1-----'------'-----1---.----1----1----1----1-----1--------.------1
: Version 3.2 Copyright (e) C1VILCADD/CIV1LDE5IGN, 1992 :
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1-----------------------------------------------------------------.-----------------.-----------------------------------------,
8 S"Z ,q
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Riverside Coun~y Rational Method Hyoro~ogy -k Page 1
RP-tH ver 7. Od Jan. 2005 by Jack Uorris. PE (C) 2004 /"'~; - 0)
File: TEC\RCC\SANTORO Calc'd by JPN ~dited 01-06-2005 13;53 Checked hy Date __
+-----------------------------------------------------------------------.-----------------------.------------------------+
Rancho Community Church, Hwy 79 S.. Temecula
Entire tributary area to existing ReB Q Jed Smith Rd. l Hwy 79.
Reference study of ReC property drainage area dated April 2004
+-----------------------------------------------------------------------.-----------------------..-----------------------+
100 - year frequency: -Loglog slope of 1-0 curve:: .550 (i)
100-yr l-hr 0= 1.3" (i),
,--------------------------------------------------------------------------.---------------------.-----------------------,
,-----------------------------------------------------------------------.-----------------------..-----------------------,
Node
.
:Elev.:SA:Soil:0sv.: A I
: (RI): (ai) :acres: in/hr:
L : Tt : Tc: Hydraulics
ft. :min.: mjn.: & Notes
c
:Qsub:a tot:Slope:Process/Saction: V
:cfs : cfs : . /' :fps
,-------,-----,--,----,----,-----,-----,----,----,-----,-----,----------.-..---,----,----,----,--..--,--------------------,
, , " , , , , , I " ,,',' ,
101
,-----,---------------,----,----,----,
" ""
:--------------------:
: 1210:--:----:----:-----:-----:----:----:
:-------:-----: 1: Be: 8: 0.18:4.224:.837:0.64:-----:.0125: Initial Area :0.38: 160:7.04:---,--:
102 : 1208: u: ____: ____: ___n: __u_: __u: ____: 0.64: _____: _u______n__.._; u__; ____: n__: 7.04: ____________________:
:-------:-----: 2: BC
3.90:3.593:.828:11.6:-----:.0162: 40'-Street :2.77: 400:2.41:-----:0max=0.37. Qav= 6.4:
6"CF 18"Gtr X-falls: .020 .017 2-sided flow
8
103 1202:--:----:----:-----:-----:----:----:12.23;-----:-------------_.-:----:----:----: 9.45:--------------------:
:-------:-----: 3: 0
8 : 4.00:2.963:.847:10.0:-----:.0107: 40'-Street :3.15: 750:3.97:-----:0max=0.47' Qav= 17.3:
6"CF 18"Gtr X-falls: .020 .017 2-sided flow
104 1194:--:----:----:-----:-----:----:----:22.27:-----:--------------.-:----:----:----:13.42:--------------------:
:-------:-----: 4: 0
:0.00:0.00:-----:
: 2.13:2.963:.847:5.35:-----:
Add Subarea
'0'
'04
:--:----:----:-----:-----;----:----:27.62:-----:----------------:----:----;----:13.42:--------------------:
1194;--:----:----:-----:-----:----:----:
:-----:---------------;----;----:----:
:--------------------:
:-------;-----: 5: 0
:4.39: 280:1.06:-----:0max=0.47' Qav= 28.S:
8
1.00:2.841;.845;2.40;-----:.0196; 40'-Street
6"CF 18"Gtr X-falls: .017 .017 2-sided flow
105 1188;--:----:----:-----:-----:----:----:30.02:-----:---------------:----:----:----:14.4S:--------------------:
1189:
:-------:-----; 6: 0
1.30:2.754:.a44:3.02:-----:.0050:
36" pipe
:5.92; 300;0.85:-----: Dn=2.02'
Q= 30.0
8
106 : 118S:--:----:----;-----:-----:----:----:33.04:-----:---------------:----;----;----:15.32:--------------------:
:-------:-----: 7: 0
:5.78: 250:0.72:-----: On=2.26'
Q= 33.0 :
8 ;16.50:2.685:.842:37.3;-----:.0050:
36" pipe
107 : 1186:--:----:----:-----:-----:----:----;70.37:-----:---------------:----:----:----:16.04;--------------------:
:-------:-----: a; 0
36" pipe
Q= 70.4 :
8 :18.40;2.626:.841:40.6:-----:.0050:
;9.96: 400:0.67:-----: Dn=3.00'
108 : 1184:--:----:----:-----:-----:----:----:111.0:-----:---------------:----:----:----:16.71:--------------------:
:-------;-----: 9: B a; 6.50:2.583:.783:13.1:-h--:.0050; 36" pipe :15.7: 480:0.51:h---: Dn=3.00' 0=111.0:
109 : 1182:--:----:----:-----:-----:----:----:124.2:-----:---------------:----:----:----:17.22:--------------------:
,-------,-----,
, , ,
;9.88; 340;0.57:-----: On=4.00'
Q;:124.2 :
o
:0.00:-----:.0050;
48" pipe
110 : 1180:--;----:----:-----:-----:----:----:124.2:-----:---------------:----:----;----:17.aO:--------------------:
:-------:-----:10: BC: 4 :65.48:2.437:.703: 112:n---:.O.<l61:Nat. val. c:han.:12.2: 980:1.34:nn-;
o avg :: 180.3
111 ; 1135:--:----:----:-----;-----:----;----:236.4:-----:---------------:----:----:----:19. 14:--------------------:
:-n----:-----:11:(66): 4 :65.22:2.281;.713: 106:-n--:.01aa:Uat. val. chan.;9.02:1330:2.46:---.--:
Q avg = 289.3
112 ; 1110:--;----:----:-----:-----:----:----:342.3:-----:----------..----:----;----:----:21.59:--------------------:
;--n---:--n-:12:(66): 4 :31.13:2.189:.707:48.1:-----:.0186:tlat. val. chan. :9.66: 970:1.67:---.--:
Q avg = 366.4
113 : 1092: --: __n: ----: n___: _n__: ----: ____: 390. 5: _____: __________.._.___: ----: ----: ----: 23. 27: __________n________:
:n_____;_nn;13;(66): 4 ;67.41;2.086:.699;9B.4:-n--:.0185;tlat.. va1. chan.:l0.2;1300:Z.12:---"-: Q avg:: 439.7
114 : 1068:--:----:----:-----:--~--:----:----:488.8:-----:----------..----:----:----;----:25.39:--------------------:
:nn-n;-----;14:(66): .<I ;31.00:2.04Z:.696:44.1:-n--:.0153:Uat. val. c:han.:9.77: 590:1.01:---"-: Q avg = 510.9
115 1059:--:----:----;-----:-----:----:----:532.9;-----:----------..----:----:----:----:26.40:--------------------;
.-----------------------------------------------------------------------..-----------------------..----------------------,
, ----- - ----- ----- --- -------- ------- --- ---- ---- ---- ------ - -- ----- -- ---- ---.- ..-.-------- - -- - -- - -- ---.. - - ---- - - -- --- - - - - - --- - ,
: Oev.Type:
4= 2-1/2 Acre Lots
8= 5- 7 dwellings/acre
: ==== === === ===== == === === ====== === === === ========== ========= ==== ::== === === = ;:=;:=:;==== ===== ========== ::===== =;:= = == ==== = = ==== = :
1P
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Riverside County Ra.tional 1-1ethod Hydrology
File: TEC\RCC\SANTORO Calc'd by JPN ~dited 01-08-2005 16:22 Checked by _
Page 2
Date __
1_____________________________________________________-----------------------------------------------------------------,
,----------------------------------------------------------------------------------------------------------------------,
'~ode
.
:Elev. :SA:Soil :Oev.: A I
: (RI): (Oli): acres: in/hr:
:OSUb:O tot:Slope:Process/Saction: V
: cfs : cfs : 'I' : fps
L : Tt : Te
Hydraul ics
& l~ote5
c
ft. :min.: min.:
,-------,-----,--,----,----,-----,-----,----,----,-----,-----,---------------,----,----,----,-----,--------------------,
, , " , , , , , , " "". ,
;-------:-----;15: 0 8 ;23.04:2.007:.753;34.8:-----;.0373:Uat. val. cnan.:15.6: 790;0.84;-----: Q avg = 550.3
116 : 1030:--:----;----;-----:-----:----;----:567.7:-----:---------------:----;----:----:27.24:--------------------:
:-------;-----:16: 0
4 : 9.42:1.950:.750:13.8;-----;.0180:rlat. val. chan.:11.0: 970:1.47:-----:
Q avg = 574.6
191 : 1012:--;----:----:-----:-----:----:----;581.5;-----:---------------;----:----:----:28.71:--------------------:
; ------- : -----;
A tot:. 346.S:
: ----- :
;-----:
:--:----:----:-----:-----;----:----:
:-----;--------_._-----:----:----:----:
,--------------------,
, ,
:-------;-----:
:-----; New stream' 2
201
:--:----;----;-----:-----:----;----:
,-----,----------.-----,----,----,----,
" ",'
;--------------------:
;-------;-----: 1:
:-----:
; User i nfl'
,-----,
, ,
191
:--:----:---~:139.4:-----;----:----;312.8:-----:----------------:----:----:----:20.72:--------------------:
,-------,-----,--,
, , "
:-----:
,-----,
, ,
191 Confluancing
Stream: 1
Tc: 28.71
I: 1.950
Qpeak: 581.51.
x Ratio:
= Qadj: 581.51 +
2 streams
2
20.72
2.333
312.80
11/12
261.45 a confl =
842.96 cfs at Tc = 28.71 min. fl~om 486.0 acres
Stream # 1
: -------: -----:
; -----;
'91
:--:----:----:486.0:-----:----:----:843.0:-----;----------.-.----;----;----:----;28.71:--------------------;
: -------; -----:
A tot= 486.0:
;-----;
:__._u:
:--:----:----;-----;-----:----:----:
;-----:---------_._.._--:----:----:----;
,--------------------,
, ,
:-------:-----:--:----:----:-----:-----:----:----:-----:-----:--------_.._----:----:----:----:-----:--------------------:
C 11/ I~
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'()O S'1IDf.1
, - ---- --- - - -- - - --- ---- ------------ - ----- - --------- -- -- ------ -- - ------ - - - -- - p.- - -- - --- ------- - - ------ - -- - - - ----- --- - - - ---- ,
. ______________________ ___________ ______ _____ _ _______________________ _ _ _ -- --.- - ------ -- - - --- - ---~,-- - - - -------- - - - ------- I
: Dav.Type: 4= 2-1/2 Acre Lots
8= 5- 7 dwellings/acre
:===========================================================================:===========================================:
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T1 Rancho co..unity Church JPN 1-11-05
T2 Ex. RC8 under Hwy 79 I Jed s.ith Rd . upstream channel
T3 Stations per line A, file RCRC82,W5P
50 802,00 7.22 I 11.30
R 826.00 7,40 I .014
JX 828,00 7,42 1 6 .014 3,3 8,91
R 927,00 8,16 1 .014
JX 930.00 8,18 1 7 ,014 22.3 9,17
R 965,00 8,44 1 .014
JX 967,00 8,45 1 6 .014 15.0 9,96
R 968,00 8,46 1 ,014
WE 968,00 8,46 I .BOO
JX 974.00 8.70 2 8 .030 257,9 8,71
T5 1018,00 12,00 3 .030
T5 1028.00 13,00 5 ,020
R 1112,00 16.00 5 ,020
SH 1112.00 16.00 5 18,00
CO 1 3 1 ,01 5,00 20.00 ,00 .00 ,00
CO 2 1 0 .00 7.00 24,001.001.00 .00
CO 3 1 0 ,00 8.00 14.00 1.00 1.00 .00
CD 4 1 0 ,00 1.00 10,00 6,00 6.00 ,00
CD 5 1 0 ,00 3.00 10,005.00 5.00 ,00
CD 6 4 0 .0 2.0
CD 7 4 0 ,0 3.0
CD 8 4 0 .0 6.0
0 595,0 .0
,00 ,00 0
88,00
,00 ,00 0
88.00
.00 ,00 0
45.00
.00 45.00 0
60,0
.00
1;5"
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F0515P
WATER SURFACE PROFILE - CHANNEL DEFINITION LI5TING PAGE
File: RCRCB2.WSP Study Date: 1-11- 7 Tile: 4: 6:48
CARD 5ECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1 ) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)
CODE NO TYPE P1ER5 WIOTH OIAMETER WIDTH DROP
CD 1 3 1 .01 5.00 20.00 ,00 .00 ,00
CD 2 1 0 ,00 7.00 24,00 1.00 1.00 .00
CD 3 1 0 .00 8,00 14.00 1.00 1.00 .OD
CD 4 1 0 .00 1.00 10.00 6.00 6.00 ,00
CD 5 1 0 .00 3.00 10.00 5.00 5,00 .00
CD 6 4 2.00
CD 7 4 3.00
CD 8 4 6.00
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F 0 S 1 S P
WATER SURFACE PROFILE - ELENENT CARD LISTING
ELENENT NO 1 IS A SYSTEN OUTLET . .' .
U/S DATA STATION INVERT SECT
802.00 7.22 1
ELENENT NO 2 IS A REACH . . .
U/S DATA STATION INVERT SECT N
826.00 7.40 1 .014
ELENENT NO 3 IS A JUNCTION . . . .
U/S DATA STATION INVERT SECT LAT-I LAT-2 N
828.00 7.42 1 6 0 .014
ELENENT NO 4 IS A REACH . . .
U/S DATA STATION INVERT SECT N
927.00 8.16 1 ,014
ELENENT NO S IS A JUNCTION . . . .
U/S DATA STATION INVERT SECT LAT-l LAT-2 N
930.00 8,18 1 7 0 ,014
ELENENT NO 6 IS A REACH . .
U/S DATA STATION INVERT SECT N
965.00 8.44 1 ,014
ELENENT NO 7 IS A JUNCTION . . . .
U/S DATA STATION INVERT SECT LAT-! LAT-2 N
967,00 8.45 1 6 0 .014
ELENENT NO 8 IS A REACH . .
U/5 DATA STATION INVERT SECT N
968,00 8,46 1 .014
ELENE NT NO 9 IS A WALL ENTRANCE
U/S DATA STAIION INVERT SECT FP
968,00 8,46 1 ,800
ELENENT NO 10 IS A JUNCTION . . . .
U/S DATA STAIION INVERT SECT LAT-1 LAT-2 N
974.00 8.70 2 8 0 .030
.
03
3.3
.
03
22,3
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03
IS.0
.
03
257,9
PAGE NO 2
W S ELEV
11.30
RADIUS ANGLE ANG PT NAN H
.00 .00 ,00 0
. .
04 INVERT-3 1NVERT-4 PHI 3 PHI 4
,0 8.91 .00 86.00 ,00
RADIUS ANGLE ANG PT NAN 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 NAN H
,00 ,00 .00 0
. .
04 INVERT-3 INVERT-4 PHI 3 PHI 4
.0 9.96 ,00 4S,DO .00
RAD IUS ANGLE ANG PT NAN H
.00 .00 45,00 0
.
04 INVERT-3 INVERT-4
.Q 6.71 .00
.
PHI 3
60.00
PHI 4
,00
1-1
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I ElEHENT NO
I ElEHENT NO
I ElEHENT NO
I ElEHENT NO
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F 0 S 1 S P PAGE NO 3
WATER SURFACE PROFILE - ElEHENT CARO lISTING
11 IS A TRANSITION , , ,
U/S OATA STAllON INVERT SECT N
1018,00 12.00 3 .030
12 IS A TRANSITION , , ,
U/S DATA STAllON INVERT SECT N
1028.00 13,00 S .020
13 IS A REACH , , ,
U/S OATA STAll ON INVERT SECT N RADIUS ANGLE ANG PT HAN H
1112.00 16,00 S .020 .00 ,00 .00 0
14 IS A SYSTEH HEADWORKS , ,
U/S DATA STAllON INVERT SECT US ElEV
1112.00 16.00 S 18,00
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FOS15P CD Vers 4,0 PAGE
I WATER SURFACE PROFILE LISTING
File: RCRCB1,WSP Study Date: 1-11- 7 Tioe: 4: 6:48
Rancho Co..unity Church' JPN 1-11-05
I Ex, RCB under Hwy 79 @ Jed Slith Rd t upstream channel
Stations per Line A. file RCRCB1.WSP
STATION INVERT DEPTH W.S, Q VEL VEL ENERGY SUPER CRITlCAL HGTI BASEl ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO, PIER
I LlELEM SO SF AVE HF NORM DEPTH ZR
iittiS1ttttitttittStittttttttttiiiiiiiiiii:iii,iiiiiiitiiiiittiiiiiiiiiiititiiiiiitiitiiiitiiitiiiiitiiiiiiiiiiiiiititiiiiiitiiitti
801,00 7.11 3.319 10.549 893,5 13,4) 1.799 13.348 ,00 3.960 5.00 10.00 .00 0,0
I 14,00 .00750 .006138 .15 :<.139 ,00
I 816,00 7,40 3.376 10,))6 893,5 13.14 1.713 13,498 ,00 3.960 5.00 10.00 ,00 0,0
JUNCT STR ,01000 ,006117 ,01 ,00
I 818,00 7.41 3,314 10,744 890,1 13,40 1,787 13.531 .00 3.950 5.00 10,00 ,00 0.0
43,17 ,00747 ,006088 .16 ;,134 ,00
I 871.17 7,74 3,413 11.166 890.1 13,01 1,618 13.794 .00 3,950 5.00 10,00 .00 0.0
35.96 .00747 .005476 .10 3.134 ,00
I 907,13 8,01 3,590 11 ,601 890.1 11,40 1,389 13.991 ,00 3.950 5,00 10.00 ,00 0,0
lS,6B ,00747 ,004798 ,08 3,134 .00
I 911.81 8,13 3.765 11 ,894 890,1 11,83 1,171 14.066 ,00 3,950 5.00 10.00 .00 0.0
U9 .00747 .004205 .01 3.134 .00
I 917 ,00 8,16 3.950 11.110 890.1 11.17 1.974 14.084 .00 3,950 5.00 10,00 ,00 0,0
I JUNCT STR ,00667 .003183 ,01 .00
930,00 8,18 4,611 11,801 867,9 9,40 1,371 lU71 ,00 3.883 5.00 10.00 ,00 0,0
I 16.15 ,00743 ,001605 ,04 3,085 .00
946,15 6.30 40406 11,706 867,\
9,86 1.508 14.114 ,00 3,883 5,00 10,00 .00 0.0
I 12.14 .00743 .002964 .04 3,085 ,00
958.30 8,39 4.101 12.591 867.9 10.34 1.659 14,250 .00 3,883 5,00 20,00 .00 0,0
I 6.70 ,00743 ,003347 ,01 3,OB5 ,00
965,00 8.44 4.028 12,468 867.9 10.78 1.804 14.171 ,00 3.883 5.00 20,00 ,00 0,0
I JUNCT 5TR ,00500 ,003100 ,01 .(10
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I
F0515P CD Vers 4,0 PAGE 2
I WATER SURFACE PROFILE LISTING
File: RCRCB2,W5P Study Date: 1-11- 7 Time: 4: 6:41.
Rancho Community Church'JPN 1-11-05
I Ex, RCB under Hwy 79 I Jed Smith Rd I upstream channel
Stations per Line A. file RCRCB2.W5P
STATION INVERT DEPTH W.5, Q VEL VEL ENERGY SUPER CR ITJ CAL HGTI BASEl ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.El. ELEV DEPTH DIA [D NO, PIER
I L/ELEN SO SF AVE HF NORN OEPTH ZR
**iiiiiiii*******ii*****ii*******iliiiiiiiliiiiiiiiii*iiitiittiitiiiiiiiiitttittiiiiiiiiil:iiitiitttiiitiitittttiS:!.t'!*ii::i"!:it
967.00 8,45 4,415 12.865 852.9 9,66 1.450 14.315 ,00 3,839 5,00 20.00 .00 0,0
I 1.00 .01000 .002680 0.00 1.745 ,00
I 968.00 8,46 U94 12.854 852.9 9,71 1.464 1U18 .00 3,839 5,00 20.00 ,00 0,0
WALL ENTRANCE ,00
I 968.00 8,46 4,403 12,863 852,9 9,69 1.457 lU19 .00 3,837 5,00 20,00 .00 0 ,0
JUNCT 5TR .04000 .004745 .03 ,00
I 974.00 8,70 5.433 GEY 595.0 3,72 .215 1U48 ,00 2,575 7,00 24,00 1.00 0 ,0
CC;ll7iiDl FOP.. 1-/ pe. A
TRANS 5TR .07500 1.00
I 1018.00 12,00 2,205 14.205 595,0 16.65 U04 18,509 ,00 3,506 8.00 14,00 1.00 0 ,0
TRANS 5TR .10000 .028409 .28 1.00
I 1028,00 13,00 1.914 14,914 595,0 15,89 3.910 18.834 .00 3.031 3,00 10,00 5,00 0 .0
37,06 ,03571 .031483 1.20 1.881 5.00
I 1065.06 14.31 1.937 16.261 595,0 15,60 3.779 20.040 ,00 3,032 3.00 10,00 5,00 0 ,0
I 46.94 .03571 .029731 1.40 1.881 5,00
1112.00 16,00 2,000 18,000 595.0 14,88 3,436 21.436 .00 3,032 3,00 10.00 5,00 0 ,0
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cu u , u .uu 1..VV .uu ,uu ,UU ,UU
CD 12 4 0 .00 4.25 .00 ,00 ,00 ,00
CO 13 3 0 .00 5.0 4.25 ,0 ,0 .0
CD 14 4 0 .0 2.5 .0 ,0 .0 .0
CD 15 3 0 .0 5.0 5.5 .0 .0 .0'
CD 16 4 0 .0 1.5 .0 ,0 .0 .0
Q 20.7 .0
Q 19,1 ,9
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F0515P
WATER SURFACE PROFILE - CHANNEL DEFINITION lISTIN" PAGE
File: R€IUSP Study Oate: 1-11- 7 Time: 4::<1:t9
CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE Zl ZR 1NV Y(1 ) Y(2) 1(3) Y(4) 1(5) I( 6) Y(7) 1(8) 1(9) Y( 10)
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
CD 1 4 6.00
CD 2 3 0 .00 3.50 10,00 ,00 .00 ,DO
CO 3 1 0 .00 5.00 4.00 2.00 2.00 ,00
CD 4 2 0 .00 .50 2.00 .00
CD 5 1 0 ,00 1.00 80,00 5.00 5.00 .00
CD 6 1 0 .00 1.00 40,00 5,00 5.00 ,00
CD 7 4 5.25
CD 8 4 5.00
CD 9 4 4,50
CD 10 4 3,00
CD 11 4 2.00
CD 12 4 4.25
CD 13 3 0 .00 5.00 4.25 .00 .00 .00
CD 14 4 2.50
CD 15 3 0 .00 5.00 5.50 ,00 ,00 ,00
CD 16 4 LSO
'?:7
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I F 0 5 1 5 P
WATER SURFACE PROFILE. ELEHENT CARO LISTING
ELEHENT NO 1 IS A SYSTEH OUTLET * .* *
UtS OATA STATION INVERT SECT
I 993.00 8.81 1
ELEHENT NO 2 IS A REACH * * *
UtS OATA STATION INVERT SECT N
1040.00 9,OS 1 ,013
I ELEHENT NO 3 IS A REACH * * *
UtS OATA STATION INVERT SECT N
1058.00 9.14 1 ,013
I ELEHENT NO 4 IS A REACH * * *
UtS OATA STATION INVERT SECT N
1081.00 9,27 I ,013
ElEHENT NO 5 IS A REACH * , *
I UtS OATA STATION INVERT SECT N
1344,00 10,63 1 .013
ELEHENT NO 6 IS A TRANSITION * * *
UtS OATA STATION INVERT SECT N
I 136S,OO 15.44 2 .014
ELEHENT NO 7 IS A REACH * * *
UtS OATA STATION INVERT SECT N
I 1393.00 15.72 2 .014
ELEHENT NO 8 IS A TRANSITION * * *
UtS OATA STATION INVERT SECT N
1417.50 15.96 3 .014
I ELEHENT NO 9 IS A JUNCTION , , * *
UtS OATA STATION INVERT SECT LAT-l LAT-2 N C3
1457.50 16.16 3 4 0 .014 20,S
ELEHENT NO 10 IS A REACH * , *
I UtS OATA STATION INVERT SECT N
1800,00 17.87 3 .030
ELEHENT NO 11 IS A REACH * * *
I UtS OATA STATION INVERT SECT N
1858.00 18.16 3 .030
ELEHENT NO 12 IS A JUNCTION * * * *
UtS OAIA STATION INVERT SECT LAT-! LAT-2 N C3
I 1937.00 18.63 3 5 0 .030 5.7
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PAGE NO 2
W 5 ELEV
14.10
RAOIUS ANGLE ANG PT HAN H
45.00 60,00 .00 0
RAOIUS ANGLE ANG PT HAN H
.00 ,00 .00 0
RAOIUS ANGLE ANG PT HAN H
45.00 30,00 ,00 0
RAOIUS ANGLE ANG PT HAN H
.00 ,00 .00 0
RAOIUS ANGLE ANG PT HAN H
.00 .00 .00 0
, *
C4 INVERT-3 INVERT-4 PHI 3 PHI 4
.0 21.10 ,00 85,00 .00
RADIUS ANGLE ANG PT HAN H
.00 ,00 ,00 0
RAOIUS ANGLE ANG PT HAN H
4S,OO 74,00 ,00 0
* *
C4 INVERT-3 INVERT-4 PHI 3 PHI 4
.0 15,00 .00 90,00 ,00
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f 0 5 1 5 P
WATER SURfACE PROfILE - ELEHENT CARD LISTING
ELEHENT NO 13 IS A REACH , ., ,
UIS DATA STATION INVERT SECT N
2192 ,00 19.83 3 ,030
ELEHENT NO 14 IS A JUNCTIOH , , , ,
UIS DATA STATION INVERT SECT LAT-l LAT-2 N
2232.00 20.03 3 6 0 .030
ELEHENT NO 15 IS A REACH , , ,
UIS DATA STATION INVERT SECT N
2482.00 21.28 3 .030
ELEHENT NO 16 IS A JUNCTION , , , ,
UIS DATA STATION INVERT SECT LAT-I LAT-2 N
2522.00 21.48 3 6 0 .030
ELEHENT NO 17 IS A REACH , , ,
UIS DATA STATION INVERT SECT N
2780,00 22,)) 3 ,030
ELEHENT NO 18 IS A JUNCTION , , ,
UIS DATA STATION INVERT SECT LAT-l LAT-2 N
2782.00 22.78 3 11 0 .030
ELEHENT NO 19 IS A REACH , , ,
UIS DATA STATION INVERT SECT N
2987 .00 23.81 3 ,030
ELEHENT NO 20 15 A JUNCTION , , , ,
UIS DATA STATION INVERT SECT LAT-l LAT-2 N
2997.00 23.86 3 4 0 .030
ELEHENT NO 21 IS A REACH , , ,
UIS DATA STATION INVERT SECT N
3042,00 24.35 3 ,030
ELEHENT NO 22 15 A WALL EXIT ,
UIS DATA STATION INVERT SECT
3042.00 24.35 7
,
03
9,3
,
03
7.0
,
03
4.7
,
03
40.7
PAGE NO 3
RADIUS ANGLE ANG PT HAN H
.00 .00 .00 0
, ,
04 INVERT-3 INVERT-4 PHI 3 PNI 4
.0 24,00 .00 90.00 .00
RADIUS ANGLE ANG PT HAN H
.00 .00 .00 0
, ,
04 INVERT-3 INVERT-4 PHI 3 PHI 4
,0 26,00 ,00 90.00 .00
RADIUS ANGLE ANG PT HAN H
,00 ,00 ,00 0
, ,
04 INVERT-3 INVERT-4 PHI 3 PHI 4
.0 28,00 .00 90,00 .00
RADIUS ANGLE ANG PT HAN H
,00 .00 ,00 0
, ,
04 INVERT-3 INVERT-4 PHI 3 PHI 4
,0 28.00 .00 90,00 .00
RADIUS ANGLE ANG PT HAN H
,00 ,00 ,00 0
f
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f 0 5 I 5 P
WATER SURfACE PROfiLE - ELEKENT CARD LISTING
ElEKENT NO 23 15 A REACH * .* *
Ut5 DATA STATION INVERT SECT N
3412,00 26,42 7 .013
ELEKENT NO 24 15 A JUNCTION * * * *
Ut5 DATA STATION INVERT SECT LAT-l LAT-2 N
3413.00 26.43 7 16 0 .013
ELEKENT NO 25 15 A REACH * * *
Ut5 DATA STATION INVERT SECT N
3494.DO 26.88 7 .D13
ELEKENT ND 26 15 A JUNCTIDN * * * *
Ut5 DATA STATlDN INVERT SECT LAT-I LAT-2 N
3SDD,DD 27,13 8 II D .D14
ELEKENT NO 27 IS A REACH * * *
Ut5 DATA ST ATIDN INVERT SECT N
3672.DD 28.ID 8 ,013
ELEKENT ND 28 IS A JUNCTION * * * *
UtS DATA STATION INVERT SECT LAT-l LAT-2 N
3674.DO 28.11 8 II D .DI4
ELEKENT ND 29 IS A REACH * * *
Ut5 DATA STATlDN INVERT SECT N
3848.0D 29.08 8 .013
ELEKENT NO 30 IS A JUNCTION * * *
utS DATA STATION INVERT SECT LAT-l LAT-2 N
3849.00 29.09 8 16 0 ,013
ELEHENT NO 31 IS A REACH * * *
UtS DATA STATIDN INVERT SECT N
3979,00 29.82 8 ,013
ELEHENT NO 32 IS A JUNCTION * * * *
UtS DATA STATION INVERT SECT LAT-l LAT-2 N
3984.00 29.85 8 II 0 ,014
*
03
3.8
*
03
9,5
*
03
4.2
03
1.1
*
03
7.4
PAGE NO 4
RADIUS ANGLE ANG PT KANH
,00 ,00 .00 0
* *
04 (NVERT-3 INVERT-4 PHI 3 PHI 4
,0 28.55 ,00 90,00 .00
RADIUS ANGLE ANG PT KAN H
,00 .00 .00 0
* *
04 INVERT-3 INVERT-4 PHI 3 PHI 4
.0 28.20 .00 45.00 ,00
RADIUS ANGLE ANG PT NAN H
.00 ,00 .00 0
* *
04 INVERT-3 INVERT-4 PHI 3 PHI 4
.0 29,60 ,00 60.00 .00
RADIUS ANGLE ANG PT KAN H
.00 .00 ,00 0
*
Q4 INVERT-3 INVERT-4 PHI 3 PHI 4
.D 31.08 .00 9D,00 ,00
RADIUS ANGLE ANG PT KAN H
.00 ,00 ,00 0
*
04 INVERT-3 INVERT-4 PHI 3 PHI 4
,(I 30,80 .00 4S.00 ,DO
'*
I
'. F 0 5 1 5 P
WATER 5URFACE PROFILE - ELEHENT CARO LISTING
ElEHENT NO 33 IS A REACH . '. .
U/5 DATA STATION INVERT SECT N
I 4151.00 30,78 8 ,013
ElEHENT NO 34 IS A JUNCTION . . . . .
U/S OATA STATION INVERT SECT LAT-1 LAT-2 N 03
. 4153,00 30.79 8 11 0 .014 7,5
ELEHEHT NO 35 15 A REACH . . .
U/S DATA STATION INVERT SECT N
4402,00 32.18 8 .014
I ELEHENT NO 36 IS A JUNCTION . . . . .
U/S DATA 5TATION INVERT SECT LAT-1 LAT-2 N 03
4412.00 32.68 9 10 0 .014 39.3
ELEHENT NO 37 IS A REACH . . .
. U/S OATA STATION INVERT SECT N
4499.00 33.17 9 .014
ELEHENT NO 38 IS A JUNCTION . . . . .
I U/S OATA STATION INVERT SECT LAT-l LAT-2 N 03
450l.DO 33.18 9 11 0 .014 17.9
ELENENT NO 39 15 A REACH . . .
U/S DATA STATION INVERT SECT N
I 4858,00 36.50 9 ,014
ELENENT NO 40 15 A JUNCTION . . . . .
U/S OATA STATION INVERT SECT LAT-l LAT-2 N 03
4862.00 36.75 12 11 0 ,014 10.7
I ELENE NT NO 41 IS A REACH . . .
U/S DATA 5TATION INVERT SECT N
5222.50 39,06 12 .013
. ELEHENT NO 42 IS A JUNCTION . . . . .
U/S OATA STATION INVERT SECT LAT-l LAT-2 N 03
5224,00 39,07 12 16 0 ,013 5.3
.
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PAGE NO 5
RADIUS ANGLE ANG PT HAN H
,00 .00 ,00 0
. .
04 INVERT-3 INVERT-4 PHI 3 PHI 4
,0 32.28 .00 60,00 ,00
RADIUS ANGLE ANG PT NAN H
,00 ,00 ,00 0
. .
04 INVERT-3 INVERT-4 PHI 3 PHI 4
.0 33.30 ,00 45.00 .00
RADIUS ANGLE ANG PT NAN H
,00 .00 .00 0
. .
04 INVERT-3 INVERT-4 PHI 3 PHI 4
,0 34,43 ,00 45,00 .00
RAOIU5 ANGLE ANG PT NAN H
.00 .00 .00 0
.
04 INVERT-3 INVERT-4 PHI 3 PHI 4
,0 36.80 ,00 45,00 ,00
RAOIUS ANGLE ANG PT NAN H
,00 .00 ,00 0
. .
04 [NVERT-3 INVERT-4 PHI 3 PHI 4
,0 40.13 .00 45,00 ,00
-p"\
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f 0 5 1 5 P PAGE NO 6
WATER SURfACE PROfILE - ELEMENT CARO LISTING
ELEMENT NO 43 15 A REACH 1 '1 1
UI5 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
S388,50 40.11 12 .013 .00 .00 ,00 0
ELEMENT NO 44 IS A JUNCTION 1 1 1 1 1 1 1
UIS DATA STATION INVERT SECT LAT-l LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PMI 4
5390.00 40,13 12 16 0 ,013 .5 .0 42.42 ,00 45,00 ,00
ELEMENT NO 45 IS A REACH 1
UI5 DATA 5T AlI0N INVERT SECT N RADIUS ANGLE ANG PT MAN H
S462,00 40.60 12 ,013 ,00 ,00 .00 0
ELEMENT NO 46 IS A WALL ENTRANCE 1
UIS DATA STATION INVERT SECT fP
S462.00 40.60 13 .100
ELEMENT NO 47 IS A JUNCTTON 1 1 1 1 1 ,
UIS DATA ST AlI0N INVERT SECT LAT-l LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4
S462,OO 42,00 13 13 0 .014 97,1 .0 47,20 ,00 90,00 ,00
ELEMENT NO 48 IS A WALL EXIT 1
UIS DATA STAll ON INVERT SECT
S482,DO 42.00 14
ELEMENT NO 49 IS A REACH 1
UIS DATA STAll ON INVERT SECT N RADIUS ANGLE ANG PT MAN H
5S53.00 46.10 14 ,014 .00 .00 .00 0
ELEMEN! NO 50 IS A TRANSITION 1 , 1
UIS OATA STATION INVERT SECT N
SS58,OO 46.20 3 ,014
ELEMENT NO 51 IS A SYSTEM HEADWORKS ,
UIS DATA STAlION INVERT SECT W S ELEV
5556,00 46,20 3 47.70
:?"b
I
I F0515P CD Vers 4.0 PAGE 3
WATER SURFACE PROFILE LISTING
File: RPUSP Study Date: 1-11- 7 Time: 4:31:19
Rancho Co,munity Church I Bridgeport Line A
I Ultilate 100-yr file RCI4
by JPN HI-05
STATION INVERT DEPTH U. Q VEL VEL ENERGY SUPER CRlTICAL HGTI BASEl ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA !D NO. PIER
I L/ELEH SO SF AVE HF NORtl DEPTH ZR
*iiiiiiii****iii**iiiiiiiii*liiiiliiii*******ii****l*i*****iititiiiiititititittiitttitiitiltli%ttiittiitiiiiiitltltiitiitiitttttili
I 1937.00 18,63 3,999 11,619 186.7 5.98 .555 13.183 ,00 3,321 5.00 4.00 1,110 0 ,0
209,58 .00471 ,004903 1.03 4.073 1,110
I 1146.58 19.62 4.073 13.689 1B6.7 5.80 .522 24,111 .00 3.321 5.00 4.00 1,110 0 .0
,00471 .004695 ,11 4.073 1,110
45.41
I 1191.00 19.83 4.073 13,903 186.7 5.80 .511 24,425 ,00 3.321 5.00 4.00 1,110 0 ,0
JUNCT STR ,00500 ,004400 ,18 1,00
I 2232.00 20,03 U41 14,171 277 ,4 5,45 ,461 14,633 .00 3,268 5.00 4.00 1.00 0 .0
111.62 .OOSOO .004371 .49 3,959 1,110
I 2343.61 10.59 4,024 14,613 177 ,4 5,71 ,508 25,121 .00 3.168 5,00 4,00 1'<'0 0 .0
I 138.38 ,00500 ,004788 ,66 3.959 1,110
2482.00 21.28 3,973 25.253 177,4 5,85 .531 25.783 ,00 3,168 5.00 4,00 2.00 0 .0
I JUNCT STR ,00500 ,004642 ,19 1,00
2S22.00 11.48 4,037 15,517 270,4 5,55 ,478 25,995 .00 3.227 5,00 4.00 1.00 0 ,0
I 191.42 .00500 ,004655 .89 3,914 2,00
2713,42 22,44 3,923 16,360 270,4 5,82 ,516 26.886 .00 3.227 5,00 4.00 2,00 0 ,0
I 66,S8 ,00500 ,004961 .33 3.914 2,00
1780.00 22.77 3,919 26,689 270,4 5,83 .527 27.217 .00 3.127 5.00 4,00 1,00 0 ,0
I JUNCT STR ,00500 .004727 . .01 2.00
1782.00 22.78 3.980 26.760 265.7 5,5B .484 27.244 ,00 3.200 5.00 4.00 2,00 0 ,0
I 205.00 ,00562 ,004748 ,97 3,B79 2,00
I 2987.00 23.81 3,881 27.691 165.7 5.82 .526 28.217 ,00 3.200 5.00 4,00 2.00 0 .0
.JUNCT STR ,00500 ,003717 ,04 1,00
I
The remainder of the run matches the previous run in the main
I 7-23-04 drainage study.
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(2.25 AG.)
SUBAREA BOUNDARY
NODE NUMBER
SUBAREA AREA (ACRES)
GENERAL DIRECTION OF FLOW
ON-SITE PROPOSE CONDITION .A. .,
DRAINAGE REPORT SUPPLEMENT '"'\v
JAN. 11, 2005