HomeMy WebLinkAboutParcel 3-4 & 6 Hydrological Analysis
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Ka.$ ENGINEERING
Planning Engineering Surveying
HYDROLOGICAL ANALYSIS
FOR
Rancho Gateway
Lot 3, 4, and 6 of PM 23822
IN
CITY OF TEMECULA
IN 04-092
September 9,2005.
KAMAL S. SWEIS R.C.E. 48592
DATE
7801 Mission Center Court. Suite 100' Son Diego, Caiitornia 92108' (619) 296-5565' Fax (619) 296-5564
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TABLE OF CONTENTS
I. Introduction
2. Hydrology design models
3. Hydrologic Calculations......................... ..APPENDIX A
4. Tables and Charts........ ................................. APPENDIX B
5. Hydrology Maps........ ................................... APPENDIX C
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INTRODUCTION
Existing Condition
The existing site is a vacant parcels, lot 3, 4, and 6 of PM
23822 located north of Rancho California Road between
Jefferson Ave. and Highway 15. Presently, the runoff sheet
flows toward the existing curb inlet located on Jefferson
Avenue. Total existing runoff is 12.55 cfs included in
Appendix A.
PROPOSED CONDITION
The proposed development consists of the construction of
three commercial buildings, with drive aisle and parking.
Storm runoff will be collected using private inlets and
conveyed suing private storm drain pipes as shown on
hydrology exhibits in Appendix C. All of the site runoff
will be conveyed to a connection point into the existing
curb inlet on Jefferson Avenue. Total proposed runoff is
16.20 cfs for the over all site. The increment has
accounted when the existing curb inlet was built, therefore,
over all drainage has no effect to the overall drainage main
stream.
And all the existing drainage facilities associated with on
site drainage system were designed with capacity for such
minimal increments shown above. Conclusively, total runoffs
are minimal and have no effect to the overall drainage main
stream.
C.
SUMMARY
The report verifies no effect on the direction of runoff and
no diversion of flow. The increments of runoffs from
existing conditions versus proposed conditions were
inevitable total runoffs due to the new development on site.
And all the existing drainage facilities associated with
overall drainage system were designed with adequate capacity
for a such difference. Conclusively, total runoff has no
effect to the overall drainage main stream.
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APPENDIX A
(3. HYDROLOGIC CALCULATIONS)
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2. HYDROLOGY DESIGN MODELS
A DESIGN METHODS
THE RATIONAL METHOD IS USED IN THIS HYDROLOGY STUDY; THE RATIONAL
FORMULA IS AS FOLLOWS:
Q = CIA, WHERE: Q= PEAK DISCHARGE IN CUBIC FEET/SECOND *
C = RUNOFF COEFFICIENT (DIMENSIONLESS)
1= RAINFALL INTENSITY IN INCHESIHOUR
A = TRIBUTARY DRAINAGE AREA IN ACRES
*1 ACRE INCHESIHOUR = 1.008 CUBIC FEET/SEC
THE INITIAL TIME OF CONCENTRATION WAS DETERMINED USING PLATE D-3,
WHERE:
Tc= INITIAL TIME OF CONCENTRATION IN MINUTES
L = LENGTH OF INITIAL AREA IN FEET
H = DIFFERENCE IN ELEVATION BETWEEN ENDS OF INITIAL AREA IN FEET
K= DEVELOPMENT FACTOR
B. DESIGN CRITERIA
- FREQUENCY, 100 YEAR STORM,
- LAND USE PER SPECIFIC PLAN AND TENTATIVE MAP,
- RAIN FALL INTENSITY PER RIVERSIDE COUNTY FLOOS CONTROL AND
WATER CONSERVATION DISTRICT HYDROLOGY MANUAL.
C. REFERENCES
- COUNTY OF RIVERSIDE 1978, HYDROLOGY MANUAL.
- HAND BOOK OF HYDRAULICS BY BRATER & KING, SIXTH EDITION,
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APPENDIX B
(4. TABLES AND CHARTS)
\-5
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Averace Values of Roulhn.ss.Coefflclent (Kann1nl" n)
Tytl. ot Waterway
ROUlhn.,.' .
Coeffident (!l.
1.
Clos~ Conduits (1)
2.
Steel (not lined)
Cast Iron
AI\IIIIin\llll
Corrugated Metal
C01T\lgated Metal
C01T\lgated ~Ietal
Corrugated Metal
Concrete RCP
Clay (sewer)
Asbestos Cement~ Pv<-
Dr~in Tile (terra cotta)
Cast-in-place Pipe
Reinforced Concrete Box
O.OlS
0.015.
.021
0:024 '.
0.021
0.,018
0.012
0.012
0.013
,,' 0.011
0.015
0.015
0.014 '
(not lined)
(2) (smooth asphalt quarterlining)
(2) (smooth.asphalt half lining)
(smoC?th asphalt full 11ning)
.'
Open Channels (1)
,
3.
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1:-:
a.
Unlined
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Sand
O.OU
0.020
b.
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Gravel
Rock
Pipe' and Wire
Sacked Concrete
.. . '.
0.030
0.0':0
0.025
0.025
"
c:.
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Air, Blown Mortar (3)
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Bituminous Plant Mix'
o :Oi4
0.016
0.018
d.
Veg~tated (5) .
Grass lined; maintained
Gra~s and Weeds
Grass lined,with concrete
low flow channel
.0:>5
.045
.032
Pavement and Gutters (1)
, I
Concrete
Bituminous
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O.Olb
(p 1.ant-mixed) ,
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L -\00
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1000 90
900 eo
800 70
700 60
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c 200 13
. ..
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i= 8
7
6
100
5
LIMITATIONS:
,
I. Maximum len~th -1000
2. Maximum area - 10 Acr..
Tc
-
5
~
-$
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~ _ 200
g .9
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~ 1 20
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RCFC a WCD
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WCD
MANUAL
'T ,l I I ' IT '
RUNOFF COEFFICIENT CURVES
SOIL GROUP-D
COVER TYPE-URBAN LANDSCAPING
AMC-ll
tRUNOFF INDEX NUMBER 75) '1\
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RAINFALL INTENSITY
IN
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RUNOFF INDEX NUMBERS OI!' HYDROLOGIC SOIL-COVEll COMPLEXES FOR PERVl:OUS AIlEAS-AHC II
Cover Type (3)
NATURAL COVERS -
Ba=en
(Rockland, eraded and graded land)
Chaparrel, Broadleaf
(Manzonita, ceanothus and scrub oak)
Chaparrel, Narrowleaf
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Grass, Annual or Perennial
Meadows or Cienegas
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principal vegetation is sod forming grass)
Open Brush
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(Caniferous or broadleaf trees predominate.
Canopy density is at least 50 percent)
Woodland, Grass
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density from 20 to 50 percent)
URBAN COVERS -
Residential ar Commercial Landscaping
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Turf
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AGRICULTURAL COVERS -
Fallow
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RCFC &'WCD'
HYDROLOGY . ~AANUAL
." . "... c .:-:.'
. ~. . ". \
Quality of
Cover (2)
Soil Group
ABC 0
78 86 91 93
Poor 53 70 80 85
Fair 40 63 75 81
Good 31 57 71 78
Poar 71 82 88 91
Fair 55 72 81 86
Poor 67 78 86 89
Fair 50 69 79 84
Good 38 61 74 80
Poor 63 77 85 88
Fair 5! 70 80 84
Good 30 58 72 78
Poor 62 76 84 88
Fair 46 66 77 83
Good 41 63 75 81
Poar 45 66 77 83
Fair 36 60 73 79
Goad 28 55 70 77
Paar 57 73 82 86
Fair 44 65 77 82
Good 33 58 72 79
Good
32 56 69 7 5
Poor
Fair
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44 65 77 82
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RUNOFF INDEX
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APPENDIX C
(5, HYDROLOGY MAP)
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