HomeMy WebLinkAboutCitrus Heights North - Tract 16872 Tract 16872-1LYTLE CREEK ROAD
STORM DRAIN
MPSD LINE B5
DRAINAGE STUDY
CITY OF FONTANA
October 13, 2004
Reference 126-2010
Madole & Associates, Inc.
10601 Church Street, Suite 107
Rancho Cucamonga, CA 91730
(909) 948-1311
JLawAt6ME,
Wendell L. Iv;atsuru - -w - Dat;
R.C.E. 36637 Exp. 6)30/06
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CONTENTS
SECTION TITLE
zi A
DISCUSSION
:j Vicinity Map
ZI Q
Q100 HYDROLOGY
D 11B5 " System
zi Q -CB
Q100 CATCHBASINHYDROLOGY
zi Catch Basin & Laterals
Li D
STREET FLOW DEPTH & CATCH BASINSIZING CAL CULA TIONS
ij H
Q100 STO" DRAIN HYDRAULICS
L3 11B5 " System
zi Laterals
zi R
REFERENCES & MAPS
z3 Soils Map (from San Bernardino Couno� 1�vdroloD, Manual)
zi Isohyetal Maps (from San Bernardino Counj�v HydroloD, Manual)
Lj Street Cross-section Diagram
zi Excerptsfrom the Cio� of Fontana MPSD
zj MPSD Line B Hydrology Map
Z3 Catch Basin HydroloD, Map
SECTION A DISCUSSION
DISCUSSION
INTRODUCTION
The purpose of this report is to provide a drainage study for the Street Improvements of Lytle Creek
Road. The proposed pr ject is located along a 1/2 mile portion of Lytle Creek Road northerly from
01
Summit Avenue in the City Fontana, County of San Bernardino, California (See the following Vicinity
Map).
The project will provide the infrastructure in Lytle Creek Road for the future development of "Citrus
Heights North". Generally, the terrain slopes from northeast to southwest. Storm water from future
development east of Lytle Creek Road will flow overland and in streets in a southerly and westerly
direction. The future developments will have underground storm drain systems that will intercept the
storm flows and discharge into the Lytle Creek Storm Drain, and ultimately into the Summit Avenue
Storm Drain, MPSD Line B.
7
EXISTING CONDITIONS
The topographic contours for this area indicate that the surface falls southwesterly. The land is open
field with very small amounts of vegetation and for the most part, the storm water runoff from the
northeast drains onto Lytle Creek Road. The drainage area is bound on the north by Duncan Canyon
Road, the west side is bound by Lytle Creek Road, and open fields through the Edison and Gas
Company R/W Corridor borders the east side.
The storm water that drains into Lytle Creek Road flows southerly to Summit Avenue. An existing
drainage system at Summit Avenue and Lytle Creek Road provides for the surface runoff from the
predeveloped conditions (This existing drainage system will be removed as part of the Summit
Avenue Storm Drain Improvements).
PROPOSED STORM WATER DRAINAGE
The proposed Lytle Creek Storm Drain, MPSD Line B5, will provide the drainage infrastructure for
the QIOO storm water runoff from that portion of an area northeast of Lytle Creek Road at Summit
Avenue. The facility will provide a main line 66" R.C.P. and laterals for the adjacent potential
development areas. Catch basins and inlets will intercept the street runoff along the ultimate
conditions of Lytle Creek Road.
The proposed limit of this phase of design and construction extends to the Metropolitan Water
District's right-of-way about 1/2 miles north of Summit Avenue. North of the M.W.D.'s right-of-way,
the future drainage is conceptual.
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MADOLE & ASSOCIATES, INC. Ly= CREEK ROAD
CONSULTING CIVIL ENGINEERS WSD LWE B5
AND LAND PLANNERS
10601 CHURCH STREET. SUITE 107
RANCHO CUCAMONGA. CA 91730 VICINITY MAP
(909) 948-1311
am I METHODOFSTUDY,- HYDROLOGIC STUDYAND HYDRAULIC CALCULA TIONS
The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was
performed in the determination of the storm runoff peak flow rates (Section Q). AES software was
utilized for the hydrology calculations, street flow depth analysis, and catch basin sizing. Civil
Design's WSPGW hydraulic software program was used to analyze pipe sizes and carrying capacities
(Section H).
References are made to the Summit Avenue drainage structures (MPSD Line B) of which are shown in
Section R.
DISCUSSION OF RESULTS
Project Storm Drain Capacity
The Proposed Lytle Creek Storm Drain will provide a drainage system designed for the interception of
Q 100. The catch basins and lateral storm drains are designed for the Q 100.
Generally, the future development north of the proposed project will intercept the storm water adjacent
to that project. During the interim period prior to the development of that area north of ths project,
inlets are provided near the northerly end of this project to intercept the storm water in Lytle Creek
Road.
The hydraulic calculations (Sections D and H) indicate that adequate catch basin interception and
main line storm drain capacity will be provided for the ultimate developed condition. The future
extension of the mainline should also be designed for the Q100. The storm water flows from this
system will be conveyed to the downstream Summit Avenue Storm Drain also designed for the Q 100.
I
SECTION -Q
Q100 HYDROLOGY
6'-B5"9 SYSTEM
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAN PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION
(c) Copyright 1983-2002 Advanced Engineering Scfnware �aes'
Ver. 8.0 Release Date: 01/01/2002 License :1 1251
Analysis prepared by:
MADOLE & ASSOCIATES, INC.
10601 CHURCH STREET SUITE 107
RANCHO CUCAMONGA CA 9173C
909.948.1311 FAX.948.8464
DESCRIPTION OF STUDY
LYTLE CREEK MPSD-LINE B3 IN THE CITY OF FONTANA
Q100 -YEAR HYDROLOGY STUDY
JN 126-2010 wli lytleck.dat
PM FILE NAME: P:\126-2010\Drainage\LYTLE.DATI-11111111111217127--
TIME/DATE OF STUDY: 14:29 06/09/2004
we
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
0M
--*TIME-OF-CONCENTRATION MODEL* --
No
USER SPECIFIED STORM EVENT(YEAR) 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) 24.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
ow USER SPECIFIED I -HOUR INTENSITY(INCHAOUR) = l.S700
100. *ANTECEDENT MOISTURE CONDITION (AMC) I! ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 442.00 TO NODE 442.05 IS CODE 21
No----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIV<<<<
No >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
VM
m
INITIAL SUBAREA FLOW-LENGTH(FEET; 702.3(�
ELEVATION DATA: UPSTREAM(FEET) 1776.5C DOWNSTREWFEET: 176E.Z
Tc =,K*[(LENGTH-* 3.00)/(ELEVATION CHANGZ;]-*0.Z'�
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 1C.094
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 4.S7_:�
SUBAREA Tc AND LOSS RATE DATA(AMC !I):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp An scs Tc
LAND USE GROUP (ACRES) (INCHAR; (DECIMAL! CN AIN.�
COMMERCIAL A 4.30 C.96 c.ic 32 ic.09
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.9F
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = C.10
SUBAREA RUNOFF(CFS) 17.33
TOTAL AREA(ACRES) 4.30 PEAK FLOW RATE(CFS) 17.33
Am FLOW PROCESS FROM NODE 442.05 TO NODE 442.10 IS CODE 31
----------------------------------------------------------------------------
ow >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
mm >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
60 ELEVATION DATA: UPSTREAM(FEET) = 1763.00 DOWNSTREAM(FEET) = 1744.00
FLOW LENGTH(FEET) = 1000.00 MANNING'S N = 0.013
mm ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 24.000
DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.8 INCHES
Ow PIPE -FLOW VELOCITY(FEET/SEC.) = 10.19
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES i
opm PIPE-FLOW(CFS) = 17.33
Ow PIPE TRAVEL TIME(MIN.) = 1.64 Tc(MIN.) = 11.73
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 442.10 = 1700.00 FEET.
FLOW PROCESS FROM NODE 442.10 TO NODE 442.10 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 11.73
om * 100 YEAR RAINFALL INTENSITY(INCHAR) = 4.180
SUBAREA LOSS RATE DATA(AMC II):
aw DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCHAR) (DECIMAL) CN
COMMERCIAL A 5.30 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCHAR) = 1*91
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 5.30 SUBAREA RUNOFF(CFS) 19.48
EFFECTIVE ARENACRES) 9.60 AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10
TOTAL AREA(ACRES) = 9.60 PEAK FLOW RATE(CFS) = 35.28
FLOW PROCESS FROM NODE 442.10 TO NODE 441.10 IS CODE 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
do >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1744.00 DOWNSTREAM(FEET) = 1720.00
m
W
sm
FLOW LENGTH(FEET) = /su.uu MANNiNa'o N =
DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 14.51
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF P:PES
PIPE-FLOW(CFS) = 33.28
PIPE TRAVEL TIME(MIN.) = 0.86 TOMIN.) = 12.59
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 441.1C = 2450.00 FEE:
FLOW PROCESS FROM NODE 441.10 TO NODE 441.10 !S CODE 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE TOMIN) = 12.59
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 4.006
SUBAREA LOSS RATE DATA(AMC !I):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCHAR) (DECIMAL) CN
COMMERCIAL A 11.40 0.98 0.10 32
COMMERCIAL A 5.40 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 16.80 SUBAREA RUNOFF(CFS) 59.10
EFFECTIVE AREA(ACRES) = 26.40 AREA-AVEAGED Fm(INCH/HR) = 0.10
AREA-AAERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10
TOTAL AREA(ACRES) 26.40 PEAK FLOW RATE(CFS) 92.88
wm FLOW PROCESS FROM NODE 441.10 TO NODE 440.10 IS CODE = 31
No----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
pm >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOWK<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1720.00 DOWNSTREAM(FEET) = 1685.00
FLOW LENGTH(FEET) = 1240.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 25.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.72
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 92.88
PIPE TRAVEL TIME(MINA = 1.17 Tc(MIN.) = 13.76
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 440.10 = 3690.00 FEET.
FLOW PROCESS FROM NODE 440.10 TO NODE 440.10 IS CODE = 81
>>>>>ADDITION OF SUBARER TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 13.76
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 3.799
SUBAREA LOSS RATE DATAXMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCHAR) (DECIMAL) CN
COMMERCIAL A 21.80 0.98 0.10 32
COMMERCIAL A 3.70 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, ap = 0.10
SUBAREA AREMACRES) = 25.50 SUBAREA RUNOFF(CFS) 84.95
k
EFFECTIVE AREA(ACRES) = si.90 AREA -AVERAGED Fm(INCH/HR� = 0.1-C
AREA -AVERAGED F�)(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.lC
.TOTAL AREA(ACRESI 51,90 PEAK FLOW RATE(CFS) 1-72*10
FLOW PROCESS FROM NODE 440.10 TO NODE 439.10 IS CODE = 31
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1685.00 DOWNSTREAM(FEET) = 1658.00
FLOW LENGTH(FEET) = 930.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 31.6 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 20.90
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 172.90
PIPE TRAVEL TIME(MIN.) = 0.74 Tc(MIN.) = 14.50
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 439.10 = 4620.00 FEET.
FLOW PROCESS FROM NODE 439*11 TO NODE 439,11 IS CODE 11
---- ------- ---- ---- ------ -- ---- ------ -- ---- - --
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.50
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.681
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 14.50 0.98 0.10 32
COMMERCIAL A 1.90 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 16.40 SUBAREA RUNOFF(CFS) 52.90
EFFECTIVE AREA(ACRES) 11,31 AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.10
TOTAL AREA(ACRES) = 68.30 PEAK FLOW RATE(CFS) = 220.29
FLOW PROCESS FROM NODE 439.10 TO NODE 434.10 IS CODE 31
---- ------- ---- ---- ------ -- ---- ------ -- ---- - --
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1658.00 DOWNSTREAM(FEET) = 1638.00
FLOW LENGTH(FEET) = 911,10 MANNING'S N = 0,013
DEPTH OF FLOW IN 51.0 INCH PIPE IS 37.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 20.00
ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 220.29
PIPE TRAVEL TIME(MIN.) = 0.75 Tc(MIN.) = 15.25
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 434.10 = 5520.00 FEET.
FLOW PROCESS FROM NODE 434.10 TO NODE 434.10 IS CODE = 81
---------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
I
MAINLINE TOMIN) = lE.25
* 100 YEAR RAINFALL INTENSITY(INCH/HRI = 3.572
SUBAREA LOSS RATE DATA(AMC I!):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL� CN
NATURAL FAIR COVER
"OPEN BROST' 1� 10.30 0.66 i.oc 46
RESIDENTIAL
"S-7 DWELLINGS/ACRE" A 21.00 C.96 0.50 32
COMMERCIAL A i.80 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.92
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.63
SUBAREA AREA(ACRES) = 33.10 SUBAREA RUNOFF(CFS) 89.05;
EFFECTIVE AREA(ACRES) 101.40 AREA -AVERAGED Fm(INCH/HR) = 0.26
AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.27
TOTAL AREA(ACRES) 101.40 PEAK FLOW RATE(CFS) 302.6C
FLOW PROCESS FROM NODE 434.10 TO NODE 434.10 IS CODE
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 15.25
RAINFALL INTENSITY(INCHAR) = 3.57
AREA -AVERAGED Fm(INCH/HR) = 0.26
AREA -AVERAGED Fp(INCH/HR) = 0.93
AREA -AVERAGED kp = 0.27
EFFECTIVE STREAM ARENACRES) = 101.40
pop TOTAL STREAM AREA(ACRES) = 101.40
PEAK FLOW RATE(CFS) AT CONFLUENCE 302.60
ow
ow- FLOW PROCESS FROM NODE 421.10 TO NODE 438.10 IS CODE 21
----------------------------------------------------------------------------
ow >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
op� >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
ftw INITIAL SUBAREA FLOW-LENGTH(FEET) 800.00
ELEVATION DATA: UPSTREAWFEET) 1767.00 DOWNSTREAM(FEET) 1745.00
on
No Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 20.998
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 2.948
No SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
NATURAL FAIR COVER
"OPEN BRUSH" A 5.50 0.86 1.00 46 21.00
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86
SUBAREA AVERAGE PERVIOUS AREA FRACTION, ap = 1.00
SUBAREA RUNOFF(CFS) 10.33
TOTAL ARENACRES) 5.50 PEAK FLOW RATE(CFS) 10.33
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FLOW PROCESS FROM NODE 438.10 TO NODE 437.1C IS CODE
>>>>>COMPUTE NATURAT VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) 1745.00 DOWNSTREAM(FEET) = 1726.00
CHANNEL LENGTH THRU SUBAREA(FEET) 600.00 CHANNEL SLOPE = C.028�
CHANNEL FLOW THRU SUBAREA(CFS) = 10.33
FLOW VELOCT TY(FEET/SEC) 4.24 (PER LACFCD/RCFC&WCD HYDR YIANUAILI�
OTOGY
TRAVEL TIME(MIN.) 2.36 Tc(MIN.) = 23.36
LONGEST FLOWPATH FROM NODE 421.10 TO NODE 437.10 = 1400.00 FEET.
FLOW PROCESS FROM NODE 437.10 TO NODE 437.10 IS CODE 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 23.36
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.765
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"OPEN BRUSH" A 8.00 0.86 1.00 46
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 1.10 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.87
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.94
SUBAREA AREA(ACRES) = 9.10 SUBAREA RUNOFF(CFS) 15.97
EFFECTIVE AREA(ACRES) 14.60 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.96
TOTAL AREA(ACRES) 14.60 PEAK FLOW RATE(CFS) 25.41
FLOW PROCESS FROM NODE 437.10 TO NODE 436.10 IS CODE = 52
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) 1728.00 DOWNSTREAM(FEET) = 1697.50
CHANNEL LENGTH THRU SUBAREA(FEET) = 1000.00 CHANNEL SLOPE = 0.0305
CHANNEL FLOW THRU SUBAREA(CFS) = 25.41
FLOW VELOCITY(FEET/SEC) = 5.59 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 2.98 Tc(MIN.) = 26.34
LONGEST FLOWPATH FROM NODE 421.10 TO NODE 436.10 = 2400.00 FEET.
FLOW PROCESS FROM NODE 436.10 TO NODE 436.10 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 26.34
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.573
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
I
11 OPEN BRUSH" A 6.60 0.86 i.00 46
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 8.40 0.98 C.50 32
NATURAL FAIR COVER
"OPEN BRUSH" A 5.30 0.86 46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.89
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.79
SUBAREA AREA(ACRES) = 20.30 SUBAREA RUNOFF(CFS) 34.11
EFFECTIVE AREA(ACRES) 34.90 AREA -AVERAGED FM(IN--H/HR) = 0.76
AREA -AVERAGED FplINCHlHR) = 0*11 APEA-AVERAGED Ap = 0.86
TOTAL AREA(ACRES) 34.90 PEAK FLOW RATE(CFS) .56.99
FLOW PROCESS FROM NODE 436.10 TO NODE 435.10 IS CODE = 31
------------ --------- ------ ---- ---- ------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1690.00 DOWNSTREAM(FEET) = 1666.00
FLOW LENGTH(FEET) = 1090.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 30,0 INCH PIPE IS 23.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 14.09
ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 56.99
PIPE TRAVEL TIME(MIN.) = 1.29 Tc(MIN.) = 27.63
LONGEST FLOWPATH FROM NODE 421.10 TO NODE 435.10 = 3490.00 FEET.
FLOW PROCESS FROM NODE 435.10 TO NODE 435.10 IS CODE 81
---- ------- ---- ---- ------ -- ---- ------ -- ---- - --
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 27.63
100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.500
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"OPEN BRUSH" A 7.00 0.86 1.00 46
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 20.00 0.98 0.50 32
NATURAL FAIR COVER
OPEN BRUSH" A 1.30 0.86 1.00 46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.92
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.65
SUBAREA AREA(ACRES) = 28.30 SUBAREA RUNOFF(CFS) 48.48
EFFECTIVE AREA(ACRES) 63.20 AREA -AVERAGED Fm(INCH/HR) = 0.69
AREA -AVERAGED Fp(INCH/HR) = 0.90 AREA -AVERAGED Ap = 0.77
TOTAL AREA(ACRES) 63.20 PEAK FLOW RATE(CFS) 103.19
FLOW PROCESS FROM NODE 435.10 TO NODE 434.10 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1666.00 DOWNSTREAM(FEET) = 1638.00
I
I
I
I
I
I
I
I
I
I
I
11
I
I
I
I
I
I
I
I
FLOW LENGTH(FEET) = 1320.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 39.0 INCH PIPE IS 27.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 16.30
ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES
PIPE7FLOW(CFS) = 103.19
PIPE TRAVEL TIME(MIN.) = 1.35 Tc(MIN.) = 28.98
LONGEST FLOWPATH FROM NODE 421.10 TO NODE 434.10 = 4810.00 FEET.
FLOW PROCESS FROM NODE 434.10 TO NODE 434.10 IS CODE
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 28.96
RAINFALL INTENSITY(INCH/HR) = 2.43
AREA -AVERAGED Fm(INCH/HR) = 0.69
AREA -AVERAGED Fp(INCH/HR) = 0.90
AREA -AVERAGED Ap = 0.77
EFFECTIVE STREAM AREA(ACRES) 63.20
TOTAL STREAM AREA(ACRES) = 63.20
PEAK FLOW RATE(CFS) AT CONFLUENCE 103.19
** CONFLUENCE DATA **
STREAM Q Tc
NUMBER (CFS) (MIN.)
1 302.60 15.25
2 103.19 28.98
Intensity Fp(Fm)
(INCH/HR) (INCH/HR)
3.572 0.93( 0.26)
2.430 0.90( 0.69)
Ap Ae HEADWATER
(ACRES) NODE
0.27 101.4 442.00
0.77 63.2 421.10
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 392.46 15.25 3.572 0.91( 0.36) 0.40 134.7 442.00
2 301.58 28.98 2.430 0.91( 0.42) 0.46 164.6 421.10
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 392.46 Tc(MIN.) = 15.25.
EFFECTIVE AREA(ACRES) 134.66 AREA -AVERAGED Fm(INCH/HR) = 0.36
AREA -AVERAGED Fp(INCH/HR) = 0.91 AREA -AVERAGED Ap = 0.40
TOTAL AREA(ACRES) = 164.60
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 434.10 = 5520.00 FEET.
FLOW PROCESS FROM NODE 434.10 TO NODE 434.10 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1638.00 DOWNSTREAM(FEET) = 1634.60
FLOW LENGTH(FEET) = 104.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 38.6 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 27.17
I
GIVEN PIPE DIAMETER(INCH) = 66.00 NUMBER 0-7 PIPES
PIPE-FLOW(CFS) = 392.46
PIPE TRAVEL TIME(MIN.) = 0*06 TCIMIN,) � 15*31
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 434.10 5624.00 FEET.
FLOW PROCESS FROM NODE 434.10 TO NODE 434.10 IS CODE = 6_1
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.31
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.563
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"OPEN BRUSH" A 1.30 0.86 1.00 46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) 3.16
EFFECTIVE AREA(ACRES) 135.96 AREA -AVERAGED Fm(INCH/HR) = 0.37
AREA -AVERAGED Fp(INCH/HR) = 0.91 AREA -AVERAGED Ap = 0.40
TOTAL AREA(ACRES) = 165.90 PEAK FLOW RATE(CFS) 392.46
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 434.10 TO NODE 433.17 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1634.60 DOWNSTREAM(FEET) = 1628.30
FLOW LENGTH(FEET) = 360.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 48.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 21.11
GIVEN PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 392.46
PIPE TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 15.60
LONGEST FLOWPATH FROM NODE 112,00 TO NODE 433.17 5984.00 FEET.
FLOW PROCESS FROM NODE 433.17 TO NODE 433.17 IS CODE = 81
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15*60
* 100 YEAR RAINFALL INTENSITY(INCH/HR) 3.524
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.40 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 6.40 SUBAREA RUNOFF(CFS) 1.23
EFFECTIVE AREA(ACRES) 136.36 AREA -AVERAGED Fm(INCH/HR) = 0.37
AREA -AVERAGED FP(INCH/HR) = 0.91 AREA -AVERAGED Ap = 0.40
TOTAL AREA(ACRES) = 166.30 PEAK FLOW RATE(CFS) = 392.46
I
0
an
7'1
NOTE: PEAK FLOW RATE DEFAULTET TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 433.17 TC NODE 433.17 !S CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRO SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1626.30 DOWNSTREAM(FEET) = 1626.0c
FLOW LENGTH(FEET) = 130.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 48.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 21.21
GIVEN PIPE DIAMETER(INCH; = 66.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 392.46
PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 15.70
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 433.17 6114.00 FEET.
FLOW PROCESS FROM NODE 433.17 TO NODE 433.17 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE TWMIN) = 15.70
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 3.510
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 11.70 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 11.70 SUBAREA RUNOFF(CFS) 31.82
EFFECTIVE AREMACRES) 148.06 AREA -AVERAGED Fm(INCH/HR) = 0.38
AREA -AVERAGED Fp(INCH/HR) = 0.92 AREA-ATERAGED Ap = 0.41
TOTAL AREA(ACRES) 178.00 PEAK FLOW RATE(CFS) 417.62
FLOW PROCESS FROM NODE 433.17 TO NODE 433.17 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 15.70
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.510
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.60 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) 1.84
EFFECTIVE AREA(ACRES) 148.66 AREA -AVERAGED Fm(INCH/HR) = 0.37
ON AREA -AVERAGED Fp(INCH/HR) = 0.92 AREA -AVERAGED Ap = 0.41
TOTAL AREA(ACRES) 178.60 PEAK FLOW RATE(CFS) 419.47
sm
FLOW PROCESS FROM NODE 433.17 TO NODE 433.15 IS CODE = 41
----------------------------------------------------------------------------
so
NO
F7
ON
a
am
>>>>>COMPUTZ PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
ow >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ZLEMENT<<<<<
on ELEVATION DATA: UPSTRZAM(FEET) = 1626.00 DOWNSTREAVFEET� 1612.6c
60 FLOW LENGTH(FEET) = 690.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 46.4 INCHES
am PIPE -FLOW VELOCITY(FEET/SEC.) = 23.51
GIVEN PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES
NO PIPE-FLOW(CFS) = 419.47
PIPE TRAVEL TIME(MIN.) = 0.49 TOMIN.) = 16.19
am LONGEST FLOWPATH FROM NODE 442.00 TO NODE 433.15 6804-00 FEET.
am FLOW PROCESS FROM NODE 433.15 TO NODE 433.15 IS CODE = 81
----------------------------------------------------------------------------
to >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
am MAINLINE TOMIN) = 16-19
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.446
Wo SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
a- LAND USE GROUP (ACRES) (INCHAR) (DECIMAL) CN
COMMERCIAL A 0.75 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREMACRES) = 0.75 SUBAREA RUNOFF(CFS) 2.26
EFFECTIVE AREA(ACRES) 149.41 AREA -AVERAGED Fm(INCH/HR) = 0.37
AREA -AVERAGED Fp(INCH/HR) = 0.92 AREA -AVERAGED Ap = 0.41 -7
TOTAL AREA(ACRES) = 179.35 PEAK FLOW RATE(CFS) 419.4
am NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 433.15 TO NODE 433.1S IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16-19
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 3.446
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
low LAND USE GROUP (ACRES) (INCHAR) (DECIMAL) CN
COMMERCIAL A 0.83 0.98 0.10 32
00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
so SUBAREA AREMACRES) = 0.83 SUBAREA RUNOFF(CFS) 2.50
EFFECTIVE AREMACRES) 150.24 AREA -AVERAGED FOINCHAR) = 0.37
ON AREA -AVERAGED Fp(INCH/HR) = 0.92 AREA -AVERAGED Ap = 0.40
40 TOTAL AREMACRES) = 180.18 PEAK FLOW RATE(CFS) 419.47
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
FLOW PROCESS FROM NODE 433.15 TO NODE 433.1S IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
61
MAINLINE Tc(MIN) = 16.19
40 * 100 YEAR RAINFALL INTENSITY(INCHAR) = 3.446
T
so
IN
an
SUBAREA LOSS RATE DATA(AMC :1):
we DEVELOPMENT TYPE/ SCS SO:L AREA Fy Ap scs
LAND USE GROUP (ACRES) (INCH/W (DECIMnL� CN
Ma RESIDENTIAL
"S-7 DWELLINGS/ACRE" A 19.2C CAE 0.57 3Z
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = C -9E
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREMACRES) = 19.20 SUBAREA RUNOFF(CFS� si.i2
EFFECTIVE AREA(ACRES) 169.44 AREA -AVERAGED Fm(INCH/HR� = C -3S
AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.41
TOTAL AREA(ACRES) 199.38 PEAK FLOW RATE(CFS) 466.7S
FLOW PROCESS FROM NODE 433.15 TO NODE 433.10 IS COD! = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAMFEET) = 1610.80 DOWNSTREAM(FEET) = 1601.2c
FLOW LENGTH(FEET) = 470.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 52.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 23.02
GIVEN PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 466.78
PIPE TRAVEL TIME(MINA = 0.34 TC(MIN.) = 16.53
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 433.10 7274.00 FEET.
FLOW PROCESS FROM NODE 433.10 TO NODE 433.10 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE TWMIN) = 16.53
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 3.403
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.50 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
so SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) 1.49
EFFECTIVE AREA(ACRES) 169.94 AREA -AVERAGED Fm(INCH/HR) = 0.38
pu AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.41
TOTAL AREMACRES) = 199.88 PEAK FLOW RATETFS) 466.78
sm NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
No FLOW PROCESS FROM NODE 433.10 TO NODE 433.10 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.53
* 100 YEAR RAINFALL INTENSITY(INCHAR) = 3.403
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
7
m
low
"m
iw
"S-7 DWEL71NGS/A-RE" 2.7' 9
7Z IT
SUBAREA AVERAGE PERVIOUS LOSS RATE, _'_NCH/HR� = 0. 9E
SUBAREA AVERAGE PERVIOUS AREA FRACT70�7, Ap = C.50
S�jBAREA AREA(ACRES� 22 . 7 S-J3ARET7, RUNOFF (_-FS' 7 C)��
EFFECT TVE ARER(ACRES) 17-2.64 A -PEA -AVERAGED Fl, \'_7N'-"I//"lR' .3 -0
AREA -AVERAGED Fr-)(TN-'H/HP,) = C-93 ARE.L.-AVERAGED An = C.4-
TOTAT AREA(ACRES) 202.58 P E A K 77 OW RATEE(CFS� 46E.S__-
FLOW PROCESS FROM NODE 433.10 TO NODE 433.10 IS CODE
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.53
* 100 YEAR RAINFALL iNTENSITY(INCH/HR) = 3.403
SUBAREA LOSS RATE DATA(AMC !I):
DEVELOPMENT TYPE/ SCS SOIL AREA F-, AID SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIA 7 A 0.50 0.98 C.10 32
SUBAREA AVERAGE PERVIOUS 'LOSS RATE, Fp(INCH/HR) = C.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) 1.49
EFFECTIVE AREA(ACRES) 173.14 AREA -AVERAGED Fm(INCH/HR) = 0.36
AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.41
TOTAL AREA(ACRES) = 203.08 PEAK FLOW RATE(CFS) = 470.32
FLOW PROCESS FROM NODE 433.10 TO NODE 433.33 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1601.20 DOWNSTREAM(FEET) = 1576.60
FLOW LENGTH(FEET) = 766.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 43.9 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 28.02
i1w GIVEN PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 470.32
PIPE TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 16.98
LONGEST FLOWPATH FROM NODE 442.00 TO NODE 433.33 8040.00 FEET.
Im
FLOW PROCESS FROM NODE 433.33 TO NODE 433.33 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.98
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.348
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.00 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 1.00 SUBAREA RUNOFF(CFS) 2.93
EFFECTIVE AREA(ACRES) 174.14 AREA -AVERAGED Fm(INCH/HR) = 0.38
AREA -AVERAGED Fp(INCH/HR) = 0.93 AREA -AVERAGED Ap = 0.41
an
Im
TOTAL AREA (ACRES) 204 . OE PEAK FLOW RRTE(C"_`S'�
low - TO UPSTREAM VALUE
NOTE: PEAK FLOW RATE DEFA�:7 T= -
* , * * * * I I * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TO NODE 433.3-1 -ODE
�70W PROCESS FROM NODE 43_3_5_1
----------------------------------------------------------------------------
>>>>>kDDTTION OF SUBAREA TO MAINLINE PEAK -.70W<<<<<
MAINLINE Tc(MIN)
* 100 YEAR RAINFALL !NTENS7T%'(TNCH/HR) = 3.34E
SUBAREA LOSS RATE DAT,'�(AMC !I): 7r) Ac SCS
DEVELOPMENT TYPE/ Scs SOIL AREA
LAND USE GROUP (ACRES) (INCH/HR) (DECIMA__� CN
NATURAL FAIR COVER 8- 1.00 46
"OPEN BRUSH" A 19.70 C.
ow RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 5.80 0.98 0.51, 32
ol" SUBAREA AVERAGE PERVIOUS LOSS RATE, FiD(INCH/HR) = 0-87
faw SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.89 59.04
SUBAREA AREA(ACRES) = 25.50 SUBAREA RUNOFF(CFS) =
EFFECTIVE AREA(ACRES) = 199.64 AREA -AVERAGED Fm(INCH/HR) = C.43
ow AREA -AVERAGED FlD(INCH/HR) = 0.92 AREA -AVERAGED Ap = 0.47 523.71
wo TOTAL AREA(ACRES) 229.58 PEAK FLOW RATE(CFS)
FLOW PROCESS FROM NODE 433.33 TO NODE 433.33 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.98
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.348
SUBAREA LOSS RATE DATA(AMC II): Ap SCS
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
iow LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.70 0.98 0.10 32
pm SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
No SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 2.OS
SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) =
EFFECTIVE AREA(ACRES) 200.34 AREA -AVERAGED Fm(INCH/HR) = 0.43
Oft AREA -AVERAGED Fp(INCH/HR) = 0.92 AREA -AVERAGED Ap = 0.47
ow TOTAL AREA(ACRES) 230.28 PEAK FLOW RATE(CFS) S25.76
on END OF STUDY SUMMARY: 16.98
TOTAL AREA(ACRES) 230.28 TC(MIN.) =
EFFECTIVE AREA(ACRES) 200.34 AREA -AVERAGED Fm(INCH/HR)= 0.43
AREA -AVERAGED Fp(INCH/HR) = 0.92 AREA -AVERAGED Ap = 0.47
PEAK FLOW RATE(CFS) S25.76
PEAK FLOW RATE TABLE HEADWATER
STREAM Q Tc Intensity Fp(Fm) Ap Ae
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 525.76 16.98 3.348 0.92( 0.43) 0.47 200.3 442.00
2 389.01 30.81 2.342 0.91( 0.46) 0.51 230.3 421.10
END OF RATIONAL METHOD ANALYSIS
40
is
on
so
SECTION ()-CB
0100 HYDROLOGY
CATCH BASIN & LATERALS
M
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
;Reference: 1986 SAN BERNARDINC Co. HYDROLOGY CRITERION�
(c; Copyright 1983-20CZ Advancei Engineering Software �aeV
Ver. 6.0 Release Date: 01/01/2002 License 11 12S!
Analysis preparet by:
MADOLE & ASSOCIATES, INC.
10601 CHURCH STREET SUITE 107
RANCHO CUCAMONGA Ci 91730
909.948.1311 FAX.948.8464
DESCRIPTION OF STUDY
LYTLE CREEK MPSD-B5 IN THE CITY OF FONTANA
Q100 -YEAR --CATCH BASIN & LATERAL STUDY
JN 126-2010 wil b5cb.dat
FILE NAME: P:\126-2010\Drainage\35cb.DATZIIIIIIITI!171111111--
TIME/DATE OF STUDY: 12:23 06/07/2004
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
PM
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) 100-00
SPECIFIED MINIMUM PIPE SIZE(INCH) 24.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE 1.00
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCHAOUR) = 1.5700
*ANTECEDENT MOISTURE CONDITION (NYC) II ASSUMED FOR RATIONAL METHOD*
bw *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEV
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150
No GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
sm 1. Relative Flow -Depth = 0.00 FEET (Top -of -Curb)
as (Maximum Allowable Street Flow Depth) -
2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
FLOW PROCESS FROM NODE 439.10 TO NODE 434.10 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
am
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INITIAL SUBAREA FLOW-LENGTH(FEET) 900.00
ELEVATION DATA: UPSTREAM(FEET) = 1766.00 DOWNSTREAM(FEET) 1647.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)!**0.2C
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6 923
100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.736
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fr)
LAND USE GROUP (ACRES) (INCH/HR)
COMMERCIAL A 0.90 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) =
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 4.57
TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS)
e
Ap scs Tc
(DECIMAL) CN (MIN.)
0 . 10 32 6.92
MM
4.57
FLOW PROCESS FROM NODE 439.10 TO NODE 434.10 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA< <
INITIAL SUBAREA FLOW-LENGTH(FEET) 900.00
ELEVATION DATA: UPSTREAM(FEET) = 1766.00 DOWNSTREAM(FEET) 1647.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 0 e
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.923 )4,LG.T
* 100 YEAR RAINFALL INTENSITY(INCH/HR) =
5.736
SUBAREA Tc AND LOSS RATE
DATA(AMC II):
DEVELOPMENT TYPE/
SCS SOIL AREA
Fp
Ap SCS Tc
LAND USE
GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN (MIN.)
COMMERCIAL
A 0.90
0.98
0.10 32 6.92
SUBAREA AVERAGE PERVIOUS
LOSS RATE, Fp(INCH/HR)
=
0.98
SUBAREA AVERAGE PERVIOUS
AREA FRACTION, Ap
= 0.10
SUBAREA RUNOFF(CFS)
4.57
TOTAL AREA(ACRES) =
0.90 PEAK FLOW
RATE(CFS)
4.57
FLOW PROCESS FROM NODE 434.10 TO NODE 434.10 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) 6.92
100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.736
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"OPEN BRUSH" A 1.30 0.86 1.00 46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) 5.70
EFFECTIVE AREA(ACRES) 2.20 AREA -AVERAGED Fm(INCH/HR) = 0.55
AREA -AVERAGED Fp(INCH/HR) = 0.87 AREA -AVERAGED Ap = 0.63
TOTAL AREA(ACRES) = 2.20 PEAK FLOW RATE(CFS) = 10.27
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FLOW PROCESS FROM NODE 433.1-7 TO NODE 434.17 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 450.00
ELEVATION DATA: UPSTREAM(FEET) = 45.00 DOWNSTREAM(FEET) 36.10
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.2 0 1 A/
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.672 Lky kL L r ---T
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.393
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL A 0.60 0.98 0.10 32 7.67
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 2.86
TOTAL AREA(ACRES) 0.60 PEAK FLOW RATE(CFS) 2.86
FLOW PROCESS FROM NODE 433.17 TO NODE 433.17 IS CODE = 21
-----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 380.00
ELEVATION DATA: UPSTREAM(FEET) = 46.40 DOWNSTREAM(FEET) 38.90
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.174 ys' e-ig
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.615 c
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL A 0.40 0.98 0.10 32 7.17
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 1.99
TOTAL AREA(ACRES) 0.40 PEAK FLOW RATE(CFS) 1.99
FLOW PROCESS FROM NODE 433.15 TO NODE 433.15 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 670.00
ELEVATION DATA: UPSTREAM(FEET) = 36.00 DOWNSTREAM(FEET) 20.90
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.764
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.979
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
COMMERCIAL A 0.75 0.98
IN LXT
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.10 32 8.76
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SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, An = 0.10
SUBAREA RUNOFF(CFS) 3.30
TOTAL AREA(ACRES) 0.75 PEAK FLOW RATE(CFS) 3.30
FLOW PROCESS FROM NODE 433.15 TO NODE 433.15 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 790.00
ELEVATION DATA: UPSTREAM(FEET) 38.90 DOWNSTREAM(FEET) 21.40
C7 A -
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.394
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.776
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL A 0.83 �).98 0.10 32 9.39
SUBAREA AVERAGE PERVIOUS LOSS RATE, FP(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 3.50
TOTAL AREA(ACRES) 0.83 PEAK FLOW RATE(CFS) 3.50
FLOW PROCESS FROM NODE 433*10 TO NODE 133*10 IS CODE 21
---- ------- ---- ---- ------ -- ---- ------ -- ---- - --
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 490.00
ELEVATION DATA: UPSTREAM(FEET) 20.90 DOWNSTREAM(FEET) 9.80
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.726 Ole--
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.371
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL A 0.50 0.98 0.10 32 7.73
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 2.37
TOTAL AREA(ACRES) 0.50 PEAK FLOW RATE(CFS) 2.37
FLOW PROCESS FROM NODE 433.10 TO NODE 433.10 IS CODE 21
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 470.00
ELEVATION DATA: UPSTREAM(FEET) = 21.40 DOWNSTREAM(FEET) 11.10
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
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SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) =
7.648
* 100 YEAR RAINFALL INTENSITY(INCH/HR)
=
5.403
SUBAREA Tc AND LOSS RATE
DATA(AMC II):
DEVE T OPMENT TYPE/
SCS SOIL AREA
Fr-
Ap SC -S Tc
.LAND USE
GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN (MIN.)
COMMERCIAL
A 0.50
0.98
0.10 32 7.6-E
SUBAREA AVERAGE PERVIOUS
LOSS RATE, Fp(INCH/HR)
=
0.96
SUBAREA AVERAGE PERVIOUS
AREA FRACTION, Ap
= 0.10
514
SUBAREA RUNOFF(CFS)
2.39
TOTAL AREA(ACRES) =
0.50 PEAK FLOW
RATE(CFS)
2.39
FLOW PROCESS FROM NODE 433.33 TO NODE 433.33 'IS CODE = 21
--------- ------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<--,-<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 780.00
ELEVATION DATA: UPSTREAM(FEET) = 609.80 DOWNSTREAM(FEET) 593.00
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.399 0/6 e-f�g
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.775
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES). (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL . A 0.70 0.98 0.10 32 9.40
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA.AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 2.95
TOTAL AREA(ACRES) 0.70 PEAK FLOW RATE(CFS) 2.95
FLOW PROCESS FROM NODE 433.33 TO NODE 433.33 IS CODE = 21
--------- ------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 770.00
ELEVATION DATA: UPSTREAM(FEET) = 611.10 DOWNSTREAM(FEET) 593.20
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.209 a/s
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.834
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL A 1.00 0.98 0.10 32 9.21
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) = 4.26 1
TOTAL AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) 4.26
FLOW PROCESS FROM NODE 433.20 TO NODE 433.19 IS CODE = 21
----------------------------------------------------------------------------
�>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
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>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 750.00
ELEVATION DATA: UPSTREAM(FEET) = 16712.30 DOWNSTREAM(FEET) 1660.7C
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.650 LA -r
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.995
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 1.90 0.98 0.50 32 12.65
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) 6.00
TOTAL AREA(ACRES) 1.90 PEAK FLOW RATE(CFS) 6.00
FLOW PROCESS FROM NODE 433.19 TO NODE 433.18 IS CODE = 61
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STANDARD CURB SECTION USED)<<<<<
UPSTREAM ELEVATION(FEET) = 1660.70 DOWNSTREAM ELEVATION(FEET) 1644.20
STREET LENGTH(FEET) = 850.00 CURB HEIGHT(INCHES) = 6.0
STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00
INSIDE STREET CROSSFALL(DECIMAL) 0.020
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) 12.60
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.46
HALFSTREET FLOOD WIDTH(FEET) = 16.91
AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.23
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) 1.96
STREET FLOW TRAVEL TIME(MIN.) = 3.35 Tc(MIN.) = 16.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) 3.470
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
5-7 DWELLINGS/ACRE" A 4.90 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) � 4,90 SUBAREA RUNOFF(CFS) 13*15
EFFECTIVE AREA(ACRES) 6.80 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 6.80 PEAK FLOW RATE(CFS) = 18.25
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END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = O.S2 HALFSTREET FLOOD WIDTH(FEE`I) = 20.30
FLOW VELOCITYIFEETISEC.) � 1,61 DEPTF*VELOC7TY(FT*FTlSE-,iN
LONGEST FLOWPATH FROM NODE 433.20 TO NODE 433-16 = 1600.00 FEET.
FLOW PROCESS FROM NODE 433.18 TO NODE 433.17; IS CODE = 31
------------ --------- ------ ---- ---- ------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1636-00 DOWNSTREAM(FEET) = 1627.20
FLOW LENGTH(FEET) 600.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMITERIINCH) INCREASED TO 24,110
DEPTH OF FLOW IN 24.0 INCH PIPE IS 13.4 INCHES
PIPE -FLOW VELOCITY(FEE-J/SEC.) = 10.10
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES I
PIPE-FLOW(CFS) = 18.25
PIPE TRAVEL TIME(MIN.) = 0.99 Tc(MIN.) = 16.99
LONGEST FLOWPATH FROM NODE 433.20 TO NODE 433.17 = 2200.00 FEET.
FLOW PROCESS FROM NODE 433.17 TO NODE 433.17 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 16.99
* 101 YEAR RAINFALL INTENSITY(INCHIHR) = 3*317 UT, (&Ly-rj_w_
SUBAREA LOSS RATE DATA(AMC II): CK
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 4.90 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 4.90 SUBAREA RUNOFF(CFS) 12.61
EFFECTIVE AREA(ACRES) = 11.70 AREA -AVERAGED Fm(INCH/HR) 0.49
AREA -AVERAGED FP(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) 11.70 PEAK FLOW RATE(CFS) 30.11
FLOW PROCESS FROM NODE 433.12 TO NODE 433.13 IS CODE = 21
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1250.00
ELEVATION DATA: UPSTREAM(FEET) = 1672.40 DOWNSTREAM(FEET) 1640.20
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 14.013
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.757.
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 8.20 0.98 0.50 32 14.01
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SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, At) = C.50
SUBAREA RUNOPFICFS) 21*13
TOTAL AREA(ACRES) 6.20 PEAK FLOW RATE(CFES) 24.13
FLOW PROCESS FROM NODE 433.13 TO NODE 433.14 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)'<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1634.00 DOWNSTREAM(FEET) = 1615.80
FLOW LENGTH(FEET) 780.00 MANNING'S N = 0.013
ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 24,010
DEPTH OF FLOW IN 24.0 INCH PIPE IS 14.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 11.90
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) 24.13
PIPE TRAVEL TIME(MIN.) = 1.09 Tc(MIN.) = 15.11
LONGEST FLOWPATH FROM NODE 433.12 TO NODE 433.14 = 2030.00 FEET.
FLOW PROCESS FROM NODE 433.14 TO NODE 433.14 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MA NLINE Tc(MIN) = 15.11
* 101 YEAR RAINFALL INTENSITY(INCH/HR) = 3,592
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 5.40 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 5.40 SUBAREA RUNOFF(CFS) 15.09
EFFECTIVE AREA(ACRES) = 13.60 AREA -AVERAGED Fin(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) 13.60 PEAK FLOW RATE(CFS) 38.00
FLOW PROCESS FROM NODE 433.14 TO NODE 433.15 IS CODE = 81
-----------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 1_1*11
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.592
SUBAREA LOSS RATE DATA(AMC II): &K
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
115-7 DWELLINGS/ACRE" A 5.60 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 5.60 SUBAREA RUNOFF(CFS) 15.65
EFFECTIVE AREA(ACRES) 19.20 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
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TOTAL AREA(ACRES) 19.20 PEAK FLOW RATE(CFS) 53.64
FLOW PROCESS FROM NODE 433.01 TO NODE 433.1C IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) 600.00
ELEVATION DATA: UPSTREA.M(FEET) = 1629.00 DOWNSTREAM(FEET) 16li.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.134
* 100 YEAR RAINFALL INTENSITYIINCH/BR) = 4.564
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp AID SCS Tc
LAND USE GROUP (ACRES) (INCB/HR) (DECIMAL) CN (MIN.)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 2.67 0.98 0.50 32 10.13
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) 9.80 L -4,-r
TOTAL AREA(ACRES) 2.67 PEAK FLOW RATE(CFS) 9.80 r
FLOW PROCESS FROM NODE 433.05 TO NODE 433.06 IS CODE = 21
--------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -Or -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(rEET) = 1655.00 DOWNSTREAM(FEET) 1628.00
Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20 L -7. q
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 23.043
100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.788
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
NATURAL FAIR COVER
"OPEN BRUSH" A 10.60 0.86 1.00 46 23.04
SUBAREA AVERAGE PERVIOUS LOSS RATE, FP(INCH/HR) = 0.86
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA RUNOFF(CFS) 18.39
TOTAL AREA(ACRES) = 10.60 PEAK FLOW RATE(CFS) 18.39
FLOW PROCESS FROM NODE 433.06 TO NODE 433.33 IS CODE = 52
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) 1628.00 DOWNSTREAM(FEET) = 1596.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 1100.00 CHANNEL SLOPE = 0.0291
CHANNEL FLOW THRU SUBAREA(CFS) = 18.39
FLOW VELOCITY(FEET/SEC) = 5.00 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) 3.67 Tc(MIN.) = 26.71
11
LONGEST FLOWPATH FROM NODE 433.05 TO NODE 433.33 = 2100.00 FEET.
PLOW PROCESS FROM NODE 433.33 TO NODE 433.33 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 26.71
100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.551
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"OPEN BRUSH" A 9.10 0.86 1.00 46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 9.10 SUBAREA RUNOFF(CFS) 13.85
EFFECTIVE AREA(ACRES) 19.70 AREA -AVERAGED Fm(INCH/HR) = 0.86
AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 1.00
TOTAL AREA(ACRES) = 19.70 PEAK FLOW RATE(CFS) = 29.99
FLOW PROCESS FROM NODE 433.31 TO NODE 433.33 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEETI 110*01
ELEVATION DATA: UPSTREAM(FEET) = 1620.00 DOWNSTREAM(FEET) 1594.00
Tc = K*[(LENGTH** 3-00MELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.604
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.208
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 5.80 0.98 0.50 32 11.60
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) 19.42
TOTAL AREA(ACRES) 5.80 PEAK FLOW RATE(CFS) 19.42
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) 5.80 TC(MIN.) 11.60
EFFECTIVE AREA(ACRES) 5.80 AREA -AVERAGED FM(INCH/HR)= 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
PEAK FLOW RATE(CFS) 19.42
END OF RATIONAL METHOD ANALYSIS
I
I
I
SECTIOND
STREET FLOW, & c BASIN SIZING
�4
j
A
N
I
H
H
SUMMARY OF CATCH BASIN INTERCEPTION
CB NO. Q C.Ls
% Street Depth
Ft.
Intercepted
Q
Flowby
Q
B5 -B 3.0
1.7 0.31
3.0
C 4.3
4.1 0.30
4.3
E 2.4
2.76 0.27
2.4
H 3.5
1.94 0.31
3.5
L 2.0
2.0 0.27
2.0
N 10.3
2.0 0.43
10.3
By inspection, the 48 -inch diameter inlet should be adequate to intercept the few c.Ls. that
flow towards each riser inlet.
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of 16L
Eli Public Roads nomograph plots for flowbv basins and sump basins.
STREETFLOW
GUT -TER FLOWDEPTH(FEET) = 0.31
BASIN LOCAL DEPRES§-ION(FEET) 0.33
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
1.03 0.42
1.50 0.61
2.00 0.80
2.50 0.99
3.00 1.18
3.50 1.37
4.00 1.53
4.50 1.68
5.00 1.83
5.50 1.97
6.00 2.11
6.50 2.23
7.00 2.3 )14
7.50 2.45
8.00 2.55
8.50 2.66
9.00 2.76
9.50 2.86
10.00 2.95
10.25 3.00
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of Me:,
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 4.30
GUTTER FLOWDEPTH�FEET) = 0.30
BASIN LOCAL DEPRESSION(FEET) 1- 0.33
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
1.52 0.60
2.00 0.78
2.50 0.97
3.00 1.15
3.50 1.34
4.00 1.52
4.50 1.70
P" 5.00 1.88
L 5.50 2.05
6.00 2.20
6.50 2.35
7.00 2.49
7.50 2.63
8.00 2.77
8.50 2.91
9.00 3.04
9.50 3.16
10.00 3.27
10.50 3.37
11.00 3.48
11.50 3.58
Pq 12.00 3.68
L 12.50 3.78
13.00 3.88
13.50 3.98
14.00 4.07
14.50 4.17
15.00 4.26
15.21 4.30
E
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 2.40
GUTTER FLOWDEPTH(FEET) = 0.27
BASIN LOCAL DEPRESSION(FEET) = 0.33
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
0.95 0.33
1.00 0.3 )5
1.50 0.51
2.00 0.68
2.50 0.84
3.00 1.00
3.50 1.15
4.00 1.28
4.50 1.41
5.00 1.54
5.50 1.66
6.00 1.77
6.50 1.86
7.00 1.96
7.50 2.05
8.00 2.14
8.50 2.23
9.00 2.32
9.49 2.40
C
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of C,
P" Public Roads nomograph plots for flowby basins and sump basins.
L
STREETFLOW(CFS) = 3.50
GUTTER FLOWDEPTH(FEET) = 0.31
BASIN LOCAL DEPRESSION(FEET) = 0.33
----------------------------------------------------------------------------
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
1.20 0.49
1.50 0.61
2.00 0.80
2.50 0.99
3.00 1.19
L 3.50 1.38
4.00 1.56
4.50 1.73 )
L 5.00 1.88
5.50 2.03
am 6.00 2.18
6.50 2.32
L 7.00 2.46
7.50 2.58
8.00 2.69
8.50 2.80
9.00 2.91
9.50 3.01
10.00 3.12
10.50 3.22
11.00 3.31
11.50 3.41
11.96 3.50 _aid
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 2.00
GUTTER FLOWDEPTH(FEET) = 0.27
Ej BASIN LOCAL DEPRESSION(FEET) = 0.33
Ir----------------------------------------------------------------------------
L FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
0.79 0.27
L1.00 0.34
1.50 0.51
2.00 0.67
2.50 0.83
3.00 0.98
3.50 1.11
4.00 1.24
4.50 1.36
5.00 1.47
5.50 1.57
6.00 1.66
E 6.50 1.75
7.00 1.84
7.50 1.93
E 7.91 2.00
r
D, a
L
N
>>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<<
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
STREETFLOW(CFS) = 10.30
GUTTER FLOWDEPTH(FEET) = 0.43
BASIN LOCAL DEPRESSION(FEET) = 0.3-1
FLOWBY BASIN ANALYSIS RESULTS:
BASIN WIDTH FLOW INTERCEPTION
2.49 1.57
2.50 1.58
3.00 1.87
3.50 2.17
4.00 2.46
4.50 2.75
5.00 3.04
5.50 3.32
6.00 3.61
6.50 3.89
7.00 4.17
7.50 4.45
8.00 4.70
8.50 4.95
9.00 5.19
9.50 5.41
10.00 5.64
10.50 5.86
11.00 6.07
11.50 6.29
12.00 6.50
12.50 6.71
13.00 6.92
13.50 7.12
14.00 7.31
14.50 7.50
15.00 7.69
15.50 7.85
16.00 8.01
16.50 8.17
17.00 8.32
17.50 8.47
18.00 8.62
18.50 8.76
19.00 8.90
19.50 9.03
20.00 9.16
20.50 9.29
21.00 9.41
I
0
N
11
N
I
� I
11
H
Li
21.50
9.54
22.00
9.65
22.50
9.77
23.00
9.88
L
23.50
10.00
24.00
10.10
24.50
10.21
L
24.93
10.30 It
0
N
11
N
I
� I
11
H
Li
re - Flz --n 01,
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
OR CONSTANT STREET GRADE(FEET/FEET) = 0.020000
L CONSTANT STREET FLOW(CFS) = 2.00
AVERAGE STREETTLOW FRICTION FACTOR(MANNING) 0.0 15000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 34.00
E DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
OR CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUT-rER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
>>>>STREETFLOW MODEL INPUT INFORMATION<�<<<
---------------- --------------------------------------- ------- ------
CONSTANT STREET GRADE(FEET/FEET) 0.01 7000 -
CONSTANT STREET FLOW(CFS) = 3.00
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 34.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
----------- -------- -------------------------
STREET FLOW DEPTH(FEET) = 0.31
HALFSTREET FLOOD WIDTH(FEET) 9.88
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.78
PRODUCT OF DEPTH&VELOCITY = 0.85
u
H
N
m
STREET FLOW DEPTH(FEET) = 0.27 -M
HALFSTREET FLOOD WIDTH(FEET) = 7.85
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.77
PRODUCT OF DEPTH&VELOCITY 0.74
>>>>STREETFLOW MODEL INPUT INFORMATION<�<<<
---------------- --------------------------------------- ------- ------
CONSTANT STREET GRADE(FEET/FEET) 0.01 7000 -
CONSTANT STREET FLOW(CFS) = 3.00
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 34.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
----------- -------- -------------------------
STREET FLOW DEPTH(FEET) = 0.31
HALFSTREET FLOOD WIDTH(FEET) 9.88
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.78
PRODUCT OF DEPTH&VELOCITY = 0.85
u
H
N
m
j
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
vp CONSTANT STREET GRADE(FEET/FEET) = 0.019400
L CONSTANT STREET FLOW(CFS) = 3.50
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.0 15000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) '34.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
>>>>STREETTLOW MODEL INPUT INFORMATION<<<<
so CONSTANT STREET GRADE(FEET/FEET) = 0.027600
CONSTANT STREET FLOW(QFS) = 2.4
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 34.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020600
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUT-rER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUT-rER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET) = 0.27 -d-
HALFSTREET FLOOD WIDTH(FEET) = 7.85
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.33
PRODUCT OF DEPTH&VELOCITY = 0.89
k
u
H
I
STREET FLOW MODEL RESULTS:
----------------------------------------------------------------------------
STREET FLOW DEPTH(FEET) = 0.31 09f
HALFSTREET FLOOD WIDTH(FEET) = 9.88
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.24
PRODUCT OF DEPTH&VELOCITY = 1.00
>>>>STREETTLOW MODEL INPUT INFORMATION<<<<
so CONSTANT STREET GRADE(FEET/FEET) = 0.027600
CONSTANT STREET FLOW(QFS) = 2.4
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 34.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020600
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUT-rER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUT-rER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
STREET FLOW DEPTH(FEET) = 0.27 -d-
HALFSTREET FLOOD WIDTH(FEET) = 7.85
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.33
PRODUCT OF DEPTH&VELOCITY = 0.89
k
u
H
I
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
Lon CONSTANT STREET GRADE(FEET/FEET) = 0.041000
CONSTANT STREET FLOW(CFS) = 4.30
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) 0.015000
go CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 34.00
L DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) 0.020000
am OUTSIDE STREET CROSSFALL(DECIMAL) 0.020000
B-1 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
16 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000
r FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
16' STREET FLOW DEPTH(FEET) = 0.30 —4
HALFSTREET FLOOD WIDTH(FEET) = 9.37
AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.37
PRODUCT OF DEPTH&VELOCITY = 1.30
I
I
n
I
N
N
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
CONSTANT STREET GRADE(FEET/FEET) = 0.020000
CONSTANT STREET FLOW(CFS) = 10.30
AVERAGE STREETTLOW FRICTION FACTOR(MANNING) 0.0 15000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) 34.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00
INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000
CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000
CONSTANT SYMMETRICAL GUI-rER-HIKE(FEET) = 0. 12500
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS
STREET FLOW MODEL RESULTS:
----------------------------------------- - -------------- - -----------------
STREET FLOW DEPTH(FEET) = 0.43 X- :>
t &flll-
HALFSTREET FLOOD WIDTH(FEET) 15.46
AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.11
14 PRODUCT OF DEPTH&VELOCITY = 1.78
I
0
H
H
H
Fill
STORM PRAjN HYDRAVLI.0
"B599 Sy
VON M M
M M
"
"
r7l
M
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN
Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
6:19: 2
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT TO 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1013.500
1575.390
4.615 1580.005
525.80
24.71
9.48
1589.48
.00
5.39
4.04
5.500
.000
.00
0 .0
4.443
.0109
.0236
.11
4.61
1.90
5.50
.013
.00
.00
PIPE
1017.943
1575.438
4.593 1580.031
525.80
24.80
9.55
1589.58
.00
5.39
4.08
5.500
.000
.00
0 .0
51.657
.0109
.0249
1.29
4.59
1.92
5.50
.013
.00
.00
PIPE
1069.600
1576.000
4.363 1580.363
525.80
26.01
10.51
1590.87
.00
5.39
4.45
5.500
.000
.00
0 .0
JUNCT STR
1.0000
.0411
.00
4.36
2.15
.015
.00
.00
PIPE
1069.650
1576.050
3.529 1579.579
470.30
29.20
13.24
1592.82
.00
5.33
5.27
5.500
.000
.00
0 .0
15.330
.0052
.0365
.56
3.53
2.95
5.50
.013
.00
.00
PTPF
1084.980
1576.130
3.468 1579.598
470.30
29.79
13.78
1593.38
.00
5.33
5.31.
5.500
.000
.00
0 .0
4.670
.1071
.0491
.23
3.47
3.04
2.73
.015
.00
.00
PIPE
1089.650
1576.630
3.502 1580.132
470.30
29.47
13.48
1593.61
.00
5.33
5.29
5.500
.000
.00
0 .0
10.000
.0400
.0363
.36
3.50
2.99
3.39
.013
.00
.00
PIPE
1099.650
1577.030
3.506 1580.536
470.30
29.42
13.44
1593.98
.00
5.33
5.29
5.500
.000
.00
0 .0
11.717
.0402
.0362
.42
3.51
2.98
3.39
.013
.00
.00
PIPE
1111.367
1577.501
3.512 1581.013
470.30
29.36
13.38
1594.40
.00
5.33
5.28
5.500
.000
.00
0 .0
174.137
.0402
.0340
5.93
3.51
2.97
3.39
.013
.00
.00
PT PF
1285.504
1584.498
3.661 1588.159
470.30
27.99
12.17
1600.33
.00
5.33
5.19
5.500
.000
.00
0 .0
95.568
.0402
.0303
2.89
3.66
2.74
3.39
.013
.00
.00
PIPE
OPINION I I I I I II! I III I
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
6:19:
2
LYTLE
CREEK ROAD
SD -LINE
B5
Q100
FROM SUMMIT TO 36+09.98
JN 126-2010
wli b5.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZI,
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1381.072
1588.337
3.821
1592.158
470.30
26.69
11.06
1603.22
.00
5.33
5.07
5.500
.000
.00
0
.0
63.199
.0402
.0270
1.71
3.82
2.52
3.39
.013
.00
.00
PIPE
1444.271
1590.877
3.994
1594.871
470.30
25.45
10.06
1604.93
.00
5.33
4.90
5.500
.000
.00
0
.0
45.379
.0402
.0242
1.10
3.99
2.31
3.39
.013
.00
.00
PIPE
1489.650
1592.700
4.182
1596.882
470.30
24.26
9.14
1606.02
.00
5.33
4.70
5.500
.000
.00
0
.0
4.660
.0429
.0227
.11
4.18
2.10
3.31
.013
.00
.00
PIPE
1494.310
1592.900
4.210
1597.110
470.30
24.10
9.02
1606.13
.00
5.33
4.66
5.500
.000
.00
0
A
105.138
.0255
.0218
2.30
4.21
2.08
3.99
.013
.00
.00
PIPE
1599.448
1595.579
4.335
1599.914
470.30
23.41
8.51
1608.42
.00
5.33
4.49
5.500
.000
.00
0
.0
102.862
.0255
.0202
2.07
4.34
1.95
3.99
.013
.00
.00
PIPE
1702.310
1598.200
4.563
1602.763
470.30
22.32
7.74
1610.50
.00
5.33
4.14
5.500
.000
.00
0
.0
144.000
.0198
.0190
2.74
4.56
1.74
4.49
.013
.00
.00
PIPE
1846.310
1601.050
4.621
1605.671
470.30
22.07
7.56
1613.24
.00
5.33
4.03
5.500
.000
.00
0
.0
JUNCT STR
.0200
.0255
.22
4.62
1.69
.015
.00
.00
PIPE
1854.810
1601.220
4.486
1605.706
466.80
22.50
7.86
1613.57
.00
5.33
4.27
5.500
.000
.00
0
.0
20.000
.0200
.0195
.39
4.49
1.80
4.43
.013
.00
.00
PIPE
1874.810
1601.620
4.491
1606.111
466.80
22.48
7.84
1613.96
.00
5.33
4.26
5.500
.000
0 0
0
.0
227.427
.0202
.0189
4.30
4.49
1.79
4.40
.013
.00
.00
PIPE
" " M M M M " " " " " " " " " " " " M
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
3
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
6:19:
2
LYTLE CREEK ROAD SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIE'low
ToplHeight/lBase
Wtj
jNo Wth
Station I
Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pjp
L/Elem ICh
Slope I
I I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I 'IN" I X-Fallj
ZR
IType
Ch
2102.237
1606.224
4.641
1610.865
466.80
21.82
7.39
1618.26
.00
5.33
3.99
5.500
.000
.00
0
.0
155.242
.0202
.0177
2.75
4.64
1.66
4.40
.013
.00
.00
PIPE
2257.479
1609.367
4.924
1614.291
466.80
20.81
6.72
1621.01
.00
5.33
3 . 31
5.500
.000
.00
0
.0
65.331
.0202
.0170
1.11
4.92
1.42
4.40
.013
.00
.00
PIPE
2322.810
1610.690
5.326
1616.016
466.80
19.84
6.11
1622.13
.00
5.33
1.93
5.500
.000
.00
0
.0
JUNCT STR
.0188
.0217
.18
5.33
1.00
.015
.00
.00
PIPE
2331.310
1610.850
7.567
1618.417
419.50
17.66
4.84
1623.26
.00
5.24
.00
5.500
.000
.00
0
.0
10.000
.0220
.0156
.16
7.57
.00
3.87
.013
.00
.00
PIPE
2341.310
1611.070
7.503
1618.573
419.50
17.66
4.84
1623.41
.00
5.24
.00
5.500
.000
.00
0
.0
12.000
.0217
.0156
.19
7.50
.00
3.89
.013
.00
.00
PIPE
2353.310
1611.330
7.430
1618.760
419.50
17.66
4.84
1623.60
.00
5.24
.00
5.500
.000
.00
0
C
58.516
.0218
.0156
.91
7. 43
.00
3.88
.013
.00
.00
PIPE
2411.826
1612.606
7.066
1619.672
419.50
17.66
4.84
1624.51
.00
5.24
.00
5.500
.000
.00
0
C
HYDRAULIC
JUMP
2411.826
1612.606
3.928
1616.534
419.50
23.11
8.29
1624.83
.00
5.24
4.97
5.500
.000
.00
0
311.484
.0218
.0203
6.34
3.93
2.13
3.88
.013
.00
.00
PT PE
2723.310
1619.400
4.054
1623.454
419.50
22.34
7.75
1631.21
.00
5.24
4.84
5.500
.000
.00
0
C
4.670
.0214
.0195
.09
4.05
2.00
3.91
.013
.00
.0()
PIPE
III iiiiiiiiiiiiii IN
0 r W'41 0 r, 7, 1 ff Z = 4 a M a a 3 1 M,
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
4
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
6:19:
2
LYTLE
CREEK ROAD
SD -LINE
B5
Q100
FROM SUMMIT TO 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-FaIll
ZR
IType
Ch
2727.980
1619.500
4.057
1623.557
419.50
22.33
7.74
1631.30
.00
5.24
4.84
5.500
.000
.00
0
.0
107.337
.0222
.0188
2.02
4.06
2.00
3.85
.013
.00
.00
PIPE
2835.317
1621.883
4.190
1626.073
419.50
21.60
-7.24
1633.32
.00
5.24
4.69
5.500
.000
.00
0
.0
90.160
.0222
.0172
1.55
4.19
1.87
3.85
.013
.00
.00
PIPE
2925.477
1623.885
4.399
1628.284
419.50
20.59
6.58
1634.87
.00
5.24
4.40
5.500
.000
.00
0
.0
55.019
.0222
.0156
.86
4.40
1.69
3.85
.013
.00
.00
PIPE
2980.496
1625.107
4.635
1629.742
419.50
19.63
5.99
1635.73
.00
5.24
4.00
5.500
.000
.00
0
.0
33.484
.0222
.0144
.48
4.64
1.50
3.85
.013
.00
.00
PIPE
3013.980
1625.850
4.916
1630.766
419.50
18.72
5.44
1636.21
.00
5.24
3.39
5.500
.000
.00
0
.0
JUNCT STR
.0422
.0207
.19
4.92
1.28
.015
.00
.00
PIPE
3022.980
1626.230
4.037
1630.267
392.50
21.00
6.85
1637.12
.00
5.17
4.86
5.500
.000
.00
0
.0
122.000
.0170
.0174
2.12
4.04
1.89
4.07
.013
.00
.00
PIPF
3144.980
1628.300
4.016
1632.317
392.50
21.11
6.92
1639.24
.00
5.17
4.88
5.500
.000
.()o
0
.0
42.577
.0170
.01*76
.75
4.02
1.91
4.01
.013
.00
.00
PI PE
3187.557
1629.024
4.007
1633.031
392.50
21.16
6.95
1639.98
.00
5.17
4.89
5.500
.000
.00
0
.0
317.423
.0170
.0186
5.92
4.01
1.92
4.07
.013
.00
.00
PTPF
3504.980
1634.420
3.834
1638.255
392.50
22.19
7.65
1645.90
.00
5.17
5.05
5.500
.000
.00
0
.0
9.000
.0222
.0197
.18
3.83
2.09
3.67
.013
.00
.00
PIPE
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PACE
5
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
6:19:
2
LYTLE CREEK ROAD SD -LINE
B5
Q100 FROM
SUMMIT To 36+09.98
JN 126-2010
wli b5.wsw
I Invert I
Depth
I Water
I Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT)
I Elev
I (CFS)
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
ICh Slope I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N" I X-Fallj
ZR
IType
Ch
3513.980
1634.620
3.841
1638.461
392.50
22.15
7.62
1646.08
.00
5.17
5.05
5.500
.000
.00
0
.0
20.847
.0352
.0189
.39
3.84
2.08
3.14
.013
.00
.00
PIPE
3534.827
1635.354
3.950
1639.304
392.50
21.49
7.17
1646.47
.00
5.17
4.95
5.500
.000
.00
0
.0
26.114
.0352
.0173
.45
3.95
1.97
3.14
.013
.00
.00
PIPE
3560.941
1636.273
4.134
1640.408
392.50
20.49
6.52
1646.93
.00
5.17
4.75
5.500
.000
.00
0
.0
19.853
.0352
.0155
.31
4.13
1.80
3.14
.013
.00
.00
PIPE
3580.794
1636.972
4.336
1641.308
392.50
19.54
5.93
1647.23
.00
5.17
4.49
5.500
.000
.00
0
.0
14.731
.0352
.0140
.21
4.34
1.63
3.14
.013
.00
.00
PIPE
3595.525
1637.491
4.563
1642.054
392.50
18.63
5.39
1647.44
.00
5.17
4.14
5.500
.000
.00
0
.0
10.051
.0352
.0128
.13
4.56
1.45
3.14
.013
.00
.00
PIPE
3605.576
1637.845
4.828
1642.673
392.50
17.76
4.90
1647.57
.00
5.17
3.60
5.500
.000
.00
0
.0
4.404
.0352
.0121
.05
4.83
1.26
3.14
.013
.00
.00
P I PF
WALL ENTRANCE
3609.980
-I-
I
1638.000
-I-
I
5.173
-I-
I
1643.173
-I-
I I
392.50
-I-
16.93
I
4.45
I
1647.62
.00
I
5.17
I
2.60
I I
5.500
1
.000
no
1
0
.0
HYDRAULIC
JUMP
-I-
-I-
-I-
-I-
-I-
-I-
-I-
-I-
I -
3609.980
-I-
I
1638.000
-I-
I
5.172
-I-
I
1643.172
-I-
I I
392.50
-I-
16.93
-I-
I
4.45
-I-
I
1647.62
-I-
.00
-I-
I
5.17
-I-
I
2.60
-I-
I I
5.500
-I-
1
.000
-I-
.00
1
0
I-
.0
FILE: P:\126-2010\Drainage\b5.WSW
W S P G
W - EDIT
LISTING - Version 14.01
Date:
6-10-2004
Time: 6:18:57
WATER SURFACE PROFILE
- CHANNEL DEFINITION
LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL ZR
INV Y(1)
Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER
WIDTH
DROP
CD
1
4
0
5.500
CD
2
4
0
5.500
CD
3
4
0
3.500
CD
4
4
0
3.000
CD
5
4
0
2.500
CD
6
4
0
2.000
CD
9
2
0 .000 3.660
5.000
.00
CD 10
3
0 .000 6.500
5.500
.000 .000
.00
W S P G
W
PAGE NO
I
WATER SURFACE
PROFILE -
TITLE CARD
LISTING
HEADING LINE
NO
1
IS
-
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
No
2
IS
-
Q100 FROM
SUMMIT To
36+09.98
HEADING LINE
No
3
IS
-
JN 126-2010
w1i
b5.wsw
W S P G
W
PACE NO
2
WATER SURFACE
PROFILE
ELEMENT CARD
LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1013.500
1575.390
1
1581.600
ELEMENT
NO
2
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN It
1069.600
1576.000
1
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2 N
Q3 Q4
INVERT -3 INVERT
-4 PHI
3 PHI 4
1069.650
1576.050
1 4
4 .015
2.100 53.400
1577.970
1577.970 -49.000
45.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
4
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN 11
1084.980
1576.130
1
.013
.000
.000
.000
0
ELEMENT
NO
5
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN 11
1089.650
1576.630
1
.015
.000
.000
.000
1
ELEMENT
NO
6
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN 11
1099.650
1577.030
1
.013
.000
.000
.000
0
ELEMENT
NO
7
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1489.650
1592.700
1
.013
.000
.000
.000
0
ELEMENT
NO
8
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN If
1494.310
1592.900
1
.013
.000
.000
.000
1
ELEMENT
NO
9
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
PADIUS
ANGLE
ANG PT
MAN if
1702.310
1598.200
1
.013
.000
.000
.000
ELEMENT
NO
10
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
A11GLE
AIIG, PT
MAN 11
1846.310
1601.050
1
.013
.000
.000
.000
0
ELEMENT
NO
11
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2 N
Q3 Q4
INVERT -3 TNVERT-4
Pill
3 Pill 4
1854.810 1601.220 1 6 4 .015 1.500
Q3
47.300
Q3
1.900
2.000
1602.900
1602.340
-45.000 45.000
RADIUS
ANGLE
W S P G W
.000
.000
WATER SURFACE
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3
ELEMENT
NO
12
IS
A
REACH
.000
.000
.000
0
RADIUS
ANGLE
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MAN 11
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INVERT
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N
Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
.000
1611.860
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1874.810
1601.620
1
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ELEMENT
NO
13
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A
REACH
RADIUS
ANGLE
ANG PT
MAN H
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U/S DATA
STATION
INVERT
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N
ANGLE
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2322.810
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1
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NO
14
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A
JUNCTION
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RADIUS
ANGLE
ANG PT
MAN H
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N
ANGLE
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.000
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2331.310
1610.850
1 3 0
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ELEMENT
NO
15
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A
REACH
RADIUS
ANGLE
.000
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STATION
INVERT
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N
.000
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2341.310
1611.070
1
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ELEMENT
NO
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IS
A
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MAN 11
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2353.310
1611.330
1
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NO
17
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A
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INVERT
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2723.310
1619.400
1
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NO
18
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A
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INVERT
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2727.980
1619.500
1
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NO
19
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A
REACH
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INVERT
SECT
N
3013.980
1625.850
1
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ELEMENT
NO
20
IS
A
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INVERT
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3022.980
1626.230
1 6 4
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ELEMENT
NO
21
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A
REACH
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INVERT
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N
3144.980
1628.300
1
.013
W S P G W
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
22
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
3504.980
1634.420
1
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ELEMENT
NO
23
IS
A
REACH
U/S DATA
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INVERT
SECT
N
3513.980
1634.620
1
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NO
24
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
3609.980
1638.000
1
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ELEMENT
NO
25
IS
A
WALL ENTRANCE
U/S DATA
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INVERT
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FP
3609.980
1638.000
1
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ELEMENT
NO
26
IS
A
SYSTEM HEADWORKS
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INVERT
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3609.980
1638.000
1
Q3
47.300
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1.900
2.000
1602.900
1602.340
-45.000 45.000
RADIUS
ANGLE
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.000
PAGE NO
3
RADIUS
ANGLE
ANG PT
MAN 11
.000
.000
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0
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ANGLE
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INVERT -3 INVERT -4 PHI 3 PHI 4
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1611.860
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25.100
1627.640
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ANGLE
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PAGE NO
4
RADIUS
ANGLE
ANG PT
MAN if
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MAN 11
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RADIUS
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ANG PT
MAN 11
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W S ELEV
1648.400
Tl
LYTLE CREEK ROAD SD -LINE B5
0
T2
T3
Q100 FROM SUMMIT To
JN 126-2010
36+09.98
wli
b5.wsw
U fL
so
1013.5001575.390
1
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R
1069.6001576.000
1
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1
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1084.9801576.130
1
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1089.6501576.630
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1
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1489.650,1592.700
1
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1494.3101592.900
1
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2322.8101610.690
1
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1
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3504.9801634.420
1
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1
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3609.9801638.000
1
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0
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3609.9801638.000
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3609.98bl638.000
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3.660
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CD
10 3 0 .000
6.500
5.500
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.000 .00
Q
392.500
.0
FILE: P:\126-2010\Drainage\latBA.WSW
W S P
G W - CIVILDESIGN
Version
14.01
PAGE
1
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 3-29-2004
ll'ime:11:55:
3
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-B5 -A
JN 126-2010
wli
latBA.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticaljFlow
Topilleight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
jPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType Ch
1007.240
1578.590
.650
1579.241
19.40
17. 18
4.58
1583.82
.00
1.41-
2.47
3.000
.000
.00
0 .0
1.767
.1438
.0780
.14
.65
4.48
.56
.013
.00
.00
PIPE
1009.007
1578.844
.656
1579.500
19.40
16.94
4.45
1583.95
.00
1.41
2.48
3.000
.000
.00
0 .0
5.297
.1438
.0717
.38
.66
4.39
.56
.013
.00
.00
PIPE
1014.304
1579.606
.679
1580.285
19.40
16.15
4.05
1584.33
.00
1.41
2.51
3.000
.000
.00
0 .0
4.255
.1438
.0627
.27
.68
4.11
.56
.013
.00
.00
PIPE
1018.560
1580.218
.702
1580.920
19.40
15.40
3.68
1584.60
.00
1.41
2.54
3.000
.000
.00
0 .0
3.491
.1438
.0548
.19
.70
3.85
.56
.013
.00
.00
PIPE
1022.051
1580.719
.726
1581.445
19.40
14-68
3.35
1584.79
.00
1.41
2.57
3.000
.000
.00
0 .0
2.913
.1438
.0479
.14
.73
3.61
.56
.013
.00
.00
PTPE
1024.964
1581.138
.751
1581.889
19.40
14.00
3.04
1584.93
.00
1.41
2.60
3.000
.000
.00
0 .0
2.460
.1438
.0419
.10
.75
3.38
.56
.013
.00
.00
PTPF
1027.424
1581.492
.777
1582.269
19.40
13.35
2.77
1585.03
.00
1.41
2 . 63
3.000
.000
.00
0 .0
2.095
.1438
.0367
.08
.78
3.16
.56
.013
00
.00
P I PE
1029.519
1581.793
.804
1582.597
19.40
12.72
2.51
1585.11
.00
1.41
2.66
3.000
000
.00
.0
1.796
.1438
.0321
.06
.80
2.q6
.56
.013
00
00
P I PE
1031.315
1582.051
.832
1582.883
19.40
12.13
2.29
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.00
1.41
2.69
3.000
.00()
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0
1.545
.1438
.0281
.04
.83
2. 7'7
.56
.013
00
P T PE
MM M
ME""""
""""
""
""ff"M
FILE: P:\126-2010\Drainage\latBA.WSW
W S P
G W - CIVILDESIGN
Version 14.01
PAGE
2
Program Package
Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 3-29-2004
Time:11:55:
3
LYTLE
CREEK ROAD SD -LINE
B5
Q100--LAT-B5-A
JN
126-2010
wli latBA.wsw
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy
I Super
ICriticalIFlow
TopiHeight/lBase
Wtj
lNo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem JCh
Slope I
I
I
I
SF Avel
HF
ISE DpthlFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType Ch
1032.861
1582.273
.861
1583.134
19.40
11.57
2.08
1585.21
.00
1.41
2.71
3.000
.000
.00
0 .0
1.333
.1438
.0246
.03
.86
2.59
.56
.013
.00
.00
PIPE
1034.194
1582.465
.891
1583.356
19.40
11.03
1.89
1585.25
.00
1.41
2 .74
3.000
.000
.00
0 .0
1.151
.1438
.0215
.02
.89
2.43
.56
.013
.00
.00
PIPE
1035.345
1582.630
.922
1583.553
19.40
10.52
1.72
1585.27
.00
1.41
2.77
3.000
.000
.00
0 .0
.994
.1438
.0188
.02
.92
2.27
.56
.013
.00
.00
PIPE
1036.339
1582.773
.954
1583.727
19.40
10.03
1.56
1585.29
.00
1.41
2.79
3.000
.000
.00
0 .0
.848
.1438
.0165
.01
.95
2.12
.56
.013
.00
.00
PIPE
1037.187
1582.895
.988
1583.883
19.40
9.56
1.42
1585.30
.00
1.41
2.82
3.000
.000
.00
0 .0
.727
.1438
.0144
.01
.99
1.99
.56
.013
.00
.00
PTPE
1037.914
1583.000
1.023
1584.023
19.40
9.12
1.29
1585.31
.00
1.41
2.84
3.000
.000
.00
0 .0
.620
.1438
.0127
.01
1.02
1.86
.56
.013
.00
.00
PTPF
1038.534
1583.089
1.059
1584.148
19.40
8.69
1.17
1585.32
.00
1.41
2.87
3.000
.000
.00
0 .0
.517
.1438
.0111
.01
1.06
1.74
.56
.013
.00
.00
PTPE
1039.051
1583.163
1.097
1584.260
19.40
8.29
1.07
1585.33
.00
1.41
2.89
3.000
.000
.00
0 .0
.432
.1438
.0097
.00
1.10
1.62
.56
.013
.00
.00
PIPE
1039.483
1583.225
1.136
1584.361
19.40
7.90
.97
1585.33
.00
1.41
2.91
3.000
.000
of)
0 .0
.349
.1438
.0085
.00
1.14
1.52
.56
.013
A0
.00
P I FF.
.............................................. ...................
FILE: P:\126-2010\Drainage\latBA.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
3
Program Package
Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 3-29-2004
Time:11:55:
3
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-B5-A
JN 126-2010
wli
latBA.wsw
Invert
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
]CriticallFlow
ToplHeight/lBase
Wtj
jNo Wth
Station
Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
lPr,-,/Pip
L/Elem
ICh Slope I
-I-
I
SF Avel
HF ISE
DpthIFroude
NINorm
Up
I "N"
I X-FaIll
ZR
IType Ch
1039.832
1583.275
1.177
1584.453
19.40
7.53
.88
1585.33
.00
1.41
2.93
3.000
.000
.00
0
.0
.272
.1438
.0075
.00
1.18
1.42
.56
.013
.00
.00
PIPE
1040.104
1583.315
1.220
1584.535
19.40
7.18
.80
1585.34
.00
1.41
2.95
3.000
.000
.00
0
.0
.203
.1438
.0066
.00
1.22
1.32
.56
.013
.00
.00
PTPE
1040.307
1583.344
1.265
1584.609
19.40
6.85
.73
1585.34
.00
1.41
2.96
3.000
.000
.00
0
.0
.146
.1438
.0058
.00
1.27
1.23
.56
.013
.00
.00
PIPE
1040.453
1583.365
1.311
1584.676
19.40
6.53
.66
1585.34
.00
1.41
2.98
3.000
.000
.00
0
.0
.081
.1438
.0051
.00
1.31
1.15
.56
.013
.00
.00
PTPE
1040.534
1583.376
1.360
1584.736
19.40
6.23
.60
1585.34
.00
1.41
2.99
3.000
.000
.00
0
.0
.026
.1438
.0045
.00
1.36
1.07
.56
.013
.00
.00
PTPE
1040.560
1583.380
1.412
1584.792
19.40
5.93
.55
1585.34
.00
1.41
2.99
3.000
.000
.00
0
Q
WALL ENTRANCE
1040.560
-I-
1583.380
-I-
2.202
-I-
1585.582
-I-
19.40
-I-
.63
-I-
.01
-I-
1585.59
-I-
.00
-I-
.39
-I-
14.00
-I-
10.070
-I-
14.000
-I-
.00
0
I-
J
I ...................... ........... ............... III �� to 44"" mm�&
FILE: P:\126-2010\Drainage\latBA.WSW W S P G
W - EDIT LISTING - Version 14.01
Date:
3-29-2004
Time:11:54:59
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(R)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 10.070 14.000
.00
CD 10
3
0 .000 6.500 5.500
.000 .000 .00
W S P G W
PAGE NO I
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
I IS
-
LYTLE CREEK ROAD SD -LINE
B5
HEADING LINE
NO
2 IS
-
Ql00--LAT-B5-A
HEADING LINE
No
3 IS
-
JN 126-2010
wli latBA.wsw
W S P G W
PAGE NO 2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1007.240 1578.590
4
1580.400
ELEMENT NO
2
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN 11
1040.560 1583.380
4 .013
.000
.000
.000 0
ELEMENT NO
3
IS A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT FP
1040.560 1583.380
9 .500
ELEMENT NO
4
IS A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1040.560 1583.380
9
1593.450
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-B5-A-
T3 JN 126-2010 wli
so 1007.2401578.590 4
R 1040.5601583.380 4
WE 1040.5601583.380 9
SH 1040.5601583.380 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 10.070
CD 10 3 0 .000 6.500
Q 19.400 .0
latBA.wsw
1580.400
.013 .000 .000 0
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1593.450
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
14.000 .000 .000 .00
5.500 .000 .000 .00
11111111111111111111111 � � � � � � � � � I I I I I I I I I I I 1� iiiiiiiiiiij
;;I III Slzff=�F� to,
FILE: P:\126-2010\Drainage\latC.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
'7:32:
6
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-C
JN 126-2010
wli
latC.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor I.D.1
ZL
jPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1007.600
1579.130
.951
1580.081
34.30
20.01
6.22
1586.30
.00
1.99
2.43
2.500
.000
.00
0
.0
3.891
.1725
.0706
.27
.95
4.20
.76
.013
.00
.00
PIPE
1011.491
1579.801
.976
1580.777
34.30
19.31
5.79
1586.57
.00
1.99
2 .44
2.500
.000
.00
0
.0
4.489
.1725
.0630
.28
.98
3.99
.76
.013
.00
.00
PTPE
1015.979
1580.576
1.011
1581.587
34.30
18.41
5.26
1586.85
.00
1.99
2.45
2.500
.000
.00
0
.0
3.768
.1725
.0553
.21
1.01
3.72
."76
.013
.00
.00
PIPE
1019.747
1581.225
1.048
1582.274
34.30
17.55
4.79
1587.06
.00
1.99
2.47
2.500
.000
.00
0
.0
3.196
.1725
.0486
.16
1.05
3.48
.76
.013
.00
.00
PIPE
1022.943
1581.777
1.087
1582.864
34.30
16.74
4.35
1587.21
.00
1.99
2.48
2.500
.000
.00
0
.0
2.738
.1725
.0427
.12
1.09
3.24
.76
.013
.00
.00
PTPE
1025.682
1582.249
1.127
1583.376
34.30
15.96
3.95
1587.33
.00
1.99
2.49
2.500
.000
.00
0
.0
2.352
.1725
.0375
.09
1.13
3.03
.76
.013
.00
.00
PIPE
1028.034
1582.655
1.169
1583.824
34.30
15.22
3.60
1587.42
.00
1.99
2.49
2.500
.000
.00
0
C
2.028
.1725
.0330
.07
1.17
2.82
.76
.013
.00
.00
PIPE
1030.062
1583.005
1.213
1584.218
34.30
14.51
3.27
1587.49
.00
1.99
2.50
2.500
.000
.00
0
C
1.744
.1725
.0291
.05
1.21
2.63
.76
.013
.00
.00
PIPE
1031.805
1583.305
1.260
1584.566
34.30
13.83
2.97
1587.54
.00
1.99
2.50
2.500
.000
.00
0
1.512
.1725
.0256
.04
1.26
2.45
.76
.013
.00
.00
PIPE
" M M M M IMM" " " " " r" " " " " " " M
FILE: P:\126-2010\Drainage\latC.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
2
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
7:32:
6
LYTLE
CREEK ROAD SD -LINE
B5
Q100--LAT-C
JN 126-2010
wli
latC.wsw
invert
Depth
I Water I
Q
Vel
Vel I
Energy I
Super ICriticallFlow
Top]Height/lBase
Wtj
lNo Wt1i
Station
I Elev
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.I
Elev I
Depth I
Width
IDia.-FTjor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1033.317
1583.566
1.308
1584.874
34.30
13.19
2.70
1587.58
.00
1.99
2.50
2.500
.000
.00
0
.0
1.298
.1725
.0226
.03
1.31
2.28
.76
.013
.00
.00
PIPE
1034.615
1583.790
1.359
1585.149
34.30
12.58
2.46
1587.60
.00
1.99
2.49
2.500
.000
.00
0
.0
1.109
.1725
.0199
.02
1.36
2.12
.76
.013
.00
.00
PIPE
1035.724
1583.981
1.413
1585.395
34.30
11.99
2.23
1587.63
.00
1.99
2.48
2.500
.000
.00
0
.0
.948
.1725
.0176
.02
1.41
1.97
.76
.013
.00
.00
PIPE
1036.672
1584.145
1.469
1585.614
34.30
11.43
2.03
1587.64
.00
1.99
2.46
2.500
.000
.00
0
.0
.793
.1725
.0156
.01
1.47
1.82
.76
.013
.00
.00
PIPE
1037.465
1584.282
1.529
1585.811
34.30
10.90
1.84
1587.66
.00
1.99
2.44
2.500
.000
.00
0
.0
.660
.1725
.0138
.01
1.53
1.69
.76
.013
.00
.00
PIPE
1038.125
1584.396
1.592
1585.988
34.30
10.39
1.68
1587.66
.00
1.99
2.40
2.500
.000
.00
0
.0
.527
.1725
.0122
.01
1.59
1.56
.76
.013
.00
.00
PIPE
1038.652
1584.487
1.660
1586.147
34.30
9.91
1.52
1587.67
.00
1.99
2.36
2.500
.000
.00
0
.0
.412
.1725
.0109
.00
1.66
1.44
.76
.013
.00
.00
PIPE
1039.064
1584.558
1.732
1586.290
34.30
9.45
1.39
1587.68
.00
1.99
2.31
2.500
.000
.00
0
.0
.295
.1725
.0097
.00
1.73
1.33
.76
.013
.00
.00
PIPE
1039.359
1584.609
1.810
1586.419
34.30
9.01
1.26
1587.68
.00
1.99
2.23
2.500
.000
.00
0
.0
.180
.1725
.0087
.00
1.81
1.22
.76
.013
.00
.00
PIPE
M IM M M M M " " " r."- "- r".111 r"'.. " r". " " M M
FILE: P:\126-2010\Drainage\latC.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 3
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
7:32: 6
LYTLE
CREEK ROAD SD -LINE
B5
Q100--LAT-C
JN 126-2010
wli latC.wsw
I Invert I
Depth I
Water
I Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I
Elev
I (CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I 'IN"
I X-Fallj
ZR
IType Ch
1039.540
1584.640
1.895
1586.535
34.30
8.59
1.15
1587.68
.00
1.99
2.14
2.500
.000
.00
0 .0
.060
.1725
.0078
.00
1.90
1.11
.76
.013
.00
.00
PIPE
1039.600
1584.650
1.990
1586.640
34.30
8.19
1.04
1587.68
.00
1.99
2.01
2.500
.000
.00
0 .0
JUNCT STR
1.1904
1.99
1.00
.015
.00
.00
PIPE
1040.020
1585.150
1.691
1586.841
30.00
8.49
1.12
1587.96
.00
1.87
2.34
2.500
.000
.00
0 .0
1.733
.0125
.0083
.01
1.69
1.22
1.47
.013
.00
.00
PIPE
1041.753
1585.172
1.707
1586.879
30.00
8.40
1.10
1587.97
.00
1.87
2.33
2.500
.000
.00
0 .0
4.914
.0125
.0077
.04
1.71
1.19
1.47
.013
.00
.00
PIPE
1046.667
1585.233
1.783
1587.016
30.00
8.01
1.00
1588.01
.00
1.87
2.26
2.500
.000
.00
0 .0
1.353
.0125
.0069
.01
1.78
1.10
1.47
.013
.00
.00
PIPE
1048.020
-I-
1585.250
-I-
1.867
-I-
1587.117
-I-
30.00
-I-
7.63
-I-
.90
-I-
1588.02
-I-
.00
-I-
1.87
-I-
2.17
-I-
2.500
-I-
.000
-I-
.00
0 .0
I-
" M M M M " " " " " " " " " " " " " M
FILE: P:\126-2010\Drainage\latC.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
6-10-2004
Time: 7:32: 2
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 9.410
28.000
.00
CD 10
3
0 .000 6.500
5.500
.000 .000 .00
W S P G W
PAGE NO 1
WATER SURFACE
PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
NO
2 IS
-
Q100--LAT-C
HEADING LINE
NO
3 IS
-
JN 126-2010
wli latC.wsw
W S P G W
PAGE NO 2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1007.600
1579.130
5
1580.600
ELEMENT NO
2
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN If
1039.600
1584.650
5 .013
.000
.000
.000 0
ELEMENT NO
3
IS A
JUNCTION
U/S DATA STATION
INVERT
SECT LAT -1 LAT -2 N Q3
Q4 INVERT -3 INVERT
-4 PHI
3 PHI 4
1040.020
1585.150
5 9 0 .015 4.300
.000 1593.060
.000 90.000 .000
RADIUS
ANGLE
.000
.000
ELEMENT NO
4
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN 11
1048.020
1585.250
5 .013
.000
.000
.000 0
ELEMENT NO
5
IS A
SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1048.020
1585.250
5
1594.600
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-C
T3 JN 126-2010 wli
so 1007.6001579.130 5
R 1039.6001584.650 5
ix 1040.0201585.150 5 9
R 1048.0201585.250 5
SH 1048.0201585.250 5
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 9.410
CD 10 3 0 .000 6.500
Q 30.000 .0
latC.wsw
1580.600
13
15 4.300 1593.06
13
1594.600
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
28.000 .000 .000 .00
5.500 .000 .000 .00
.000 .000 0
90.0 .000 .000
.000 .000 0
r" M M M M 0 M- " r V11 ". 1 r" " r"I r"I M
FILE: P:\126-2010\Drainage\latDl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE I
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 3-28-2004 Time: 4:40:19
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-Dl
JN 126-2010 wli latDI.wsw
Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INO wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL [Prs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1007.140 1602.930 2.770 1605.700 2.40 .7 6 .01 1605.71 .00 .54 .00 2.000 .000 .00 0 .0
20.000 .0105 .0001 .00 2.77 .00 .43 .013 .00 .00 PIPE
WALL ENTRANCE
I I I I I I I I I I I 1 1
1027.140 1603.140 2.571 1605.711 2.40 .47 .00 1605.71 .00 .36 2.00 6.660 2.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
TI LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-Dl
T3 JN 126-2010 wli
so 1007.1401602.930 6
R 1027.1401603.140 6
WE 1027.1401603.140 9
SH 1027.1401603.140 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 6.660
CD 10 3 0 .000 6.500
Q 2.400 .0
-7.710r -.77,
latDI.wsw
1605.700
.013 .000 .000 0
.500
94.600
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
2.000 .000 .000 .00
5.500 .000 .000 .00
FILE: P:\126-2010\Drainage\latDl.WSW
W S P
G W -
EDIT LISTING - Version 14.01
Date:
3-28-2004
Time:
4:40:14
WATER SURFACE PROFILE
- CHANNEL DEFINITION
LISTING
PAGE
I
CARD SECT
CHN
NO OF AVE PIER HEIGHT I BASE ZL
ZR INV Y(l) Y(2)
Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 6.660 2.000
.00
CD 10
3
0 .000 6.500 5.500
.000
.000 .00
W
S P G W
PAGE
NO I
WATER SURFACE PROFILE
- TITLE
CARD LISTING
HEADING LINE
NO
I IS -
LYTLE CREEK ROAD SD
-LINE B5
HEADING LINE
No
2 IS -
QIOO--LAT-Dl
HEADING LINE
No
3 IS -
JN 126-2010
wli
latDl.wsw
W
S P G W
PACE
NO 2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1007.140 1602.930
6
1605.700
ELEMENT NO
2
IS A REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT MAN 11
1027.140 1603.140
6
.013
.000
.000
.000
0
ELEMENT NO
3
IS A WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1027.140 1603.140
9
.500
ELEMENT NO
4
IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1027.140 1603.140
9
94.600
Ma M
FILE: P:\126-2010\Drainage\latD2.WSW W S P
G W - CIVILDESIGN Version
14.01
PAGE I
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 3-2q-2004
Time:10:40:35
LYTLE CREEK ROAD SD -LINE
B5
Q100--LAT-D2
JN 126-2010
wli
latD2.wsw
Invert I
Depth I Water I Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
TopIlleight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I Elev I (CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
jDia.-FTIor I.D.1
ZL
jPrs/Pip
L/Elem
ICh Slope I
I I I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N" I X-FaIll
ZR
IType Ch
1008.130
1602.390
3.310 1605.700 9.80
1.39
.03
1605.73
.00
.9c)
.00
3.000 .000
.00
.0
29.775
.0106
.0002
.01
3.31
.00
77
.013 .00
.00
PIPE
1037.905
1602.706
3.000 1605.706 9.80
1.39
.03
1605.74
.00
.99
.00
3.000 .000
.00
0 .0
-I-
18.225
-I-
.0106
-I- -I- -I-
-I-
-I-
.0002
-I-
.00
-I-
3.00
-I-
.00
-I-
.77
-I- -I-
.013 .00
.00
I-
PIPE
WALL ENTRANCE
1056.130
-I-
I I
1602.900
-I-
I I I
2.808 1605.706 9.80
-I- -I- -I-
1.74
-I-
I
.05
-I-
I
1605.76
-I-
.00
-I-
I
.91
-I-
I
2.00
-I-
I I 1
7.4-70 2.000
-I- -I-
.00
1
0 .0
I-
" m m m m wl" " " "" " "" " """ m
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-D2
T3 JN 126-2010 wli
so 1008.1301602.390 4
R 1056.1301602.900 4
WE 1056.1301602.900 9
SH 1056.1301602.900 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 7.470
CD 10 3 0 .000 6.500
Q 9.800 .0
latD2.wsw
1605.700
.013 .000 .000 0
.500
1610.500
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
2.000 .000 .000 .00
5.500 .000 .000 .00
" m m m m W"" " " " " " " " " " " ""
FILE: P:\126-2010\Drainage\latD2.wsw
W S P G
W - EDIT LISTING - Version 14.01
Date:
3-2q-2004
Time:10:40:31
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO
OF AVE PIER HEIGHT I BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y (-7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 7.470 2.000
.00
CD 10
3
0 .000 6.500 5.500
.000 .000 .00
W S P G W
PACE No I
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
LYTLE CREEK ROAD SD -LINE
B5
HEADING LINE
No
2 IS
-
Q100--LAT-D2
HEADING LINE
NO
3 IS
-
JN 126-2010
wli latD2.wsw
W S P G W
PAGE NO
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1008.130 1602.390
4
1605 . '700
ELEMENT NO
2
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN 11
1056.130 1602.900
4 .013
.000
.000
000
ELEMENT NO
3
IS A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT FP
1056.130 1602.900
9 .500
ELEMENT NO
4
IS A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1056.130 1602.900
q
16tO.500
111 111111111111111111111111 �11 1111111 11111111111111111111111
41W �
rMONEM 46 M &a M
FILE: P:\126-2010\Drainage\latE.WSW W S P G W - CIVILDIESIGN Version 14.01 PAGE I
Program Package Serial Number: 1296
WATER SURFACE PROFILE LTSTTNG Date: 3-30-2004 Time: 6:48:58
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-E
JN 126-2010 wli latE.wsw
Invert I Depth I Water I Q I Vel Vel I Energy I Super ]CriticallFlow ToplHeight/lBase Wtj INo Wt.h
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width I Dia. -FT I or 1. 1). 1 ZI, I Prs /Pi p
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -1
L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fal1I ZR IType Ch
1002.410 1603.420 2.700 1606.120 2.40 .76 .01 1606.13 .00 .54 .00 2.000 .000 .00 0 0
37.190 .0113 .0001 .00 2.70 .00 .43 .013 .00 .00 PfPE
I I I I I I I I I I I I
1039.600 1603.840 2.284 1606.124 2.40 .76 .01 1606.13 .00 .54 .00 2.000 .000 .00 0 .0
WALL ENTRANCE
I
1039.600 1603.840 2.298 1606.138 2.40 .04 .00 1606.14 .00 .06 28.00 8.000 28.000 .00 0 .0
I ........................ --off 70-lffz�bWw`ll A"
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--�,AT-E
T3 JN 126-2010 wli
so 1002.4101603.420 6
R 1039.6001603.840 6
WE 1039.6001603.840 9
SH 1039.6001603.840 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 8.000
CD 10 3 0 .000 6.500
Q 2.400 .0
latE.wsw
1606.1200
013
.000 .000 0
500
1694.600
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
28.000
.000
.000
.00
5.500
.000
.000
.00
m m m W m mr"�� " " r-1 " " " " " " " " m
FILE: P:\126-2010\Drainage\latE.WSW W S P G
W - EDIT LISTING - Version 14.01
Date:
3-30-2004
Time: 6:48:53
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PACE I
CARD SECT
CHN
NO
OF AVE PIER HEIGHT I BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 8.000 28.000
.00
CD 10
3
0 .000 6.500 5.500
.000 .000 .00
W S P G W
PACE NO L
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
LYTLE CREEK ROAD SD -LINE
B5
HEADING LINE
No
2 IS
-
Q100--LAT-E
HEADING LINE
No
3 IS
-
JN 126-2010
wli latE.wsw
W S P c W
PA(,F, NO 2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
I
IS A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1002.410 1603.420
6
1606.120
ELEMENT NO
2
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG, PT MAN If
1039.600 1603.840
6 .013
.000
.000
.000 0
ELEMENT NO
3
IS A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT FP
1039.600 1603.840
9 .500
ELEMENT NO
4
IS A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1039.600 1603.840
9
1694.600
77,.70r-= --- M M
FILE: P:\126-2010\Drainage\latF.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE I
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 6-10-2004 Time: 7:33: 6
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-F
JN 126-2010 wli latF.wsw
Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj INo Wth
Station Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Up I "N" I X-Fallj ZR IType Ch
1006.540 1612.030 6.370 1618.400 53.60 5.57 .48 1618.88 .00 2.29 .00 3.500 .000 .00 0 .0
48.000 .0515 .0028 .14 6.37 .00 1.15 .013 .00 .00 PIPE
I I I I I I I I I I I 1 1
1054.540 1614.500 4.036 1618.536 53.60 5.57 .48 1619.02 .00 2.29 .00 3.500 .000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
� M
M M on
"
r-"
". " "
"
" "
"
" " " M
FILE: P:\126-2010\Drainage\latF.WSW
W S P
G W -
EDIT LISTING - Version 14.01
Date:
6-10-2004
Time: 7:33: 2
WATER SURFACE PROFILE
- CHANNEL DEFINITION
LISTING
PAGE 1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2)
Y(3) Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 7.470
2.000
.00
CD 10
3
0 .000 6.500
5.500
.000
.000 .00
W
S P G W
PAGE NO 1
WATER SURFACE
PROFILE
- TITLE
CARD LISTING
HEADING LINE
NO
1 IS -
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
No
2 IS -
Q100--LAT-F
HEADING LINE
NO
3 IS -
JN 126-2010
wli
latF.wsw
W
S P G W
PAGE NO 2
WATER SURFACE
PROFILE
ELEMENT
CARD LISTING
ELEMENT NO
1
IS A SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1006.540
1612.030
3
1618.400
ELEMENT NO
2
IS A REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG P'r MAN 11
1054.540
1614.500
3
.013
.000
.000
.000 0
ELEMENT NO
3
IS A SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1054.540
1614.500
3
1621.000
Tl LYTLE CREEK ROAD SD-LTNE B5
T2 Q100--LAT-F
T3 JN 126-2010 wli
so 1006.5401612.030 3
R 1054.5401614.500 3
SH 1054.5401614.500 3
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 7.470
CD 10 3 0 .000 6.500
Q 53.600 .0
latF. wsw
1618.400
.013
1621.000
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
2.000
.000
.000
.00
5.500
.000
.000
.00
000 .000 0
"T MMMMMM- ""
FILE: P:\126-2010\Drainacje\latG.WSW W S P G W - CIVILDESIGN Version 14.01 PACE I
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 6-10-2004 Time: 9:19:44
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-G
JN 126-2010 wli latG.wsw
Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase WtI INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia.-FTjor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Cli
1003.890 1612.860 5.740 1618.600 3.30 1.05 .02 1618.62 .00 .63 .00 2.000 .000 .00 .0
24.000 .0100 .0002 .01 5.74 .00 .52 .013 .00 .00 PIPE
1027.890 1613.100 5.505 1618.605 3.30 1.05 .02 1618.62 .00 .63 .00 2.000 .000 .00 0 .0
WALL ENTRANCE
1027.890� 1613.100 5.529 1618.629 3.30 .30 .00 1618.63 .00 .44 2.00 7.800 2.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
FILE: P:\126-2010\Drainage\latG.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
6-10-2004
Time:
9:19:40
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y (1) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 7.800
2.000
.00
CD 10
3
0 .000 6.500
5.500
.000 .000 .00
W S P G W
PAGE
NO I
WATER SURFACE
PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
I IS
-
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
No
2 IS
-
Q100--LAT-G
HEADING LINE
No
3 IS
-
JN 126-2010
wli latG.wsw
W S P G W
PAGE
NO 2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT NO
I
IS A
SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1003.890
1612.860
6
1618.600
ELEMENT NO
2
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN 11
1027.890
1613.100
6 .013
.000
.000
.000
0
ELEMENT NO
3
IS A
WALL ENTRANCE
U/S DATA STATION
INVERT
SECT Fp
1027.890
1613.100
9 .500
ELEMENT NO
4
IS A
SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1027.890
1613.100
9
1622.900
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-G
T3 JN 126-2010 wli
so 1003.8901612.860 6
R 1027.8901613.100 6
WE 1027.8901613.100 9
SH 1027.8901613.100 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 7.800
CD 10 3 0 .000 6.500
Q 3.300 .0
latG.wsw
1618.6000
.013 .000 .000 0
. 500
1622.900
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
..000 .000 .000 .00
2.000 .000 .000 .00
5.500 .000 .000 .00
........................ ....................... ............ F 77W
FILE: P:\126-2010\Drainage\latH.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE I
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 6-10-2004 Time: 7:46:30
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-H
JN 126-2010 wli latH.wsw
Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor T.D.1 zi. IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1003.170 1613.160 5.640 1618.800 3.50 1.11 .02 1618.82 .00 .65 .00 2.000 .000 .00 0 .0
29.160 .0099 .0002 .01 5.64 .00 .53 .013 .00 .00 PIPE
1032.330 1613.450 5.357 1618.807 3.50 1.11 .02 1618.83 .00 .65 .00 2.000 .000 .00 0 .0
WALL ENTRANCE
1032.330 1613.450 5.386 1618.836 3.50 .02 .00 1618.84 .00 .08 28.00 8.860 28.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
I.I 1.wm III
FILE: P:\126-2010\Drainage\latH.WSW W S P G
W - EDIT LISTING - Version 14.01
Date:
6-10-2004
Time: 7:46:26
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y (7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 8.860 28.000
.00
CD 10
3
0 .000 6.500 5.500
.000 .000 .00
W S P G W
PAGE NO I
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS -
LYTLE CREEK ROAD SD -LINE
B5
HEADING LINE
NO
2 IS -
Q100--LAT-H
HEADING LINE
NO
3 IS -
JN 126-2010
wli latfl.wsw
W S P G W
PACE NO 2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1003.170 1613.160
6
1618.800
ELEMENT NO
2
IS A REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN 11
1032.330 1613.450
6 .013
.000
.000
.000 0
ELEMENT NO
3
IS A WALL ENTRANCE
U/S DATA STATION INVERT
SECT FP
1032.330 1613.450
9 .500
ELEMENT NO
4
IS A SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1032.330 1613.450
9
1622.310
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-H
T3 JN 126-2010 wli
80 1003.1701613.160 6
R 1032.3301613.450 6
WE 1032.3301613.450 9
SH 1032.3301613.450 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 8.860
CD 10 3 0 .000 6.500
Q 3.500 .0
latH.wsw
1618.8000
.013 .000 .000 0
.500
1622.310
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
28.000
.000
.000
.00
5.500
.000
.000
.00
" M M M M M r'"I " " 971 90"1 10" r"I'l 10"I ff", " M
FILE: P:\126-2010\Drainage\latj.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 6-10-2004 Time: 7:47:18
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-J
JN 126-2010 wli latJ.wsw
Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1007.590 1628.430 2.370 1630.800 2.40 .76 .01 1630.81 .00 .54 .00 2.000 .000 .00 0 .0
20.000 .0100 .0001 .00 2.37 .00 .44 .013 .00 .00 PIPE
WALL ENTRANCE
I I I I I I I I I I I 1 1
1027.590 1628.630 2.179 1630.809 2.40 .55 .00 1630.81 .00 .36 2.00 7.470 2.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
U-711 m m m m m rml r"-1 " F"-. "- " r�", ", " r-0-1 ff".- t", m
FILE: P:\126-2010\Drainage\latJ.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
6-10-2004
Time:
7:47:14
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO
OF AVE PIER HEIGHT I BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 7.470
2.000
.00
CD 10
3
0 .000 6.500
5.500
.000 .000 .00
W S P G W
PAGE
NO I
WATER SURFACE
PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
I IS
-
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
No
2 IS
-
Q100--LAT-J
HEADING LINE
No
3 IS
-
JN 126-2010
wli latJ.wsw
W S P G W
PAGE
NO 2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1007.590
1628.430
6
1630.800
ELEMENT NO
2
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG
PT MAN If
1027.590
1628.630
6 .013
.000
.000
.000
ELEMENT NO
3
IS A
WALL ENTRANCE
UIS DATA STATION
INVERT
SECT FP
1027.590
1628.630
9 .500
ELEMENT NO
4
IS A
SYSTEM HEADWORKS
UIS DATA STATION
INVERT
SECT
W S ELEV
1027.590
1628.630
9
1638.100
iiiiiiiiiiiii iiiiiiiiii lliflZ000mmiiimiiiiiiiiiiiiiil III
r77W 1, � as -
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-J
T3 JN 126-2010 wli
so 1007.5901628.430 6
R 1027.5901628.630 6
WE 1027.5901628.630 9
SH 1027.5901628.630 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 7.470
CD 10 3 0 .000 6.500
Q 2.400 .0
latJ.wsw
1630.800
.013 .000 .000 0
.500
1638.100
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
2.000 .000 .000 .00
5.500 .000 .000 .00
FILE: P:\126-2010\Drainage\latk.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE I
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
8:13: 4
LYTLE CREEK ROAD
SD -LINE
B5
Q100--LAT-K
JN 126-2010
wli latK.wsw
Invert I
Depth I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
Z1,
jPrs/Pip
L/Elem ICh
Slope I
I I
I
SF Ave]
HF ISE
DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType Ch
1007.660
1627.180
3.620 1630.800
30.10
4.26
.28
1631.08
.00
1.78
.00
3.000
.000
.00
0 .0
16.000
.0100
.0020
.03
3.62
.00
3.41
.013
.00
.00
PTPE
I
1023.660
1627.340
I I I
3.493 1630.833
I
30.10
4.26
I
.28
I
1631.11
.00
I
1.78
I
.00
I I
3.000
I
.000
.00
0 0
17.670
.0108
.0020
.04
.00
.00
1.38
.013
.00
.00
PIPE
1041.330
1627.530
3.378 1630.908
30.10
4.26
.28
1633.19
.00
1.78
.00
3.000
.000
.00
0 .0
24.000
.0100
.0020
.05
3.38
.00
1.41
.013
.00
.00
PIPE
1065.330
1627.770
3.187 1630.957
30.10
4.26
.28
1631.24
.00
1.78
.00
3.000
.000
.00
0 .0
WALL ENTRANCE
1065.330
-I-
1627.770
-I-
3.152 1630.922
-I- -I-
30.10
-I-
4.77
-I-
.35
-I-
1631.28
-I-
.00
-I-
1.92
-I-
2.00
-I-
7 . 470
-I-
2.000
-I-
.00
0 .0
I-
FILE: P:\126-2010\Drainage\latk.WSW W S P G
W - EDIT LISTING - Version 14.01
Date:
6-10-2004
Time: 8: 13: 0
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
I
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 7.470 2.000
.00
CD 10
3
0 .000 6.500 5.500
.000
.000 .00
W S
P G W
PAGE NO
I
WATER SURFACE PROFILE -
TITLE
CARD LISTING
HEADING LINE
NO
1 IS
-
LYTLE CREEK ROAD SD -LINE
B5
HEADING LINE
No
2 IS
-
Q100--LAT-K
HEADING LINE
No
3 IS
-
JN 126-2010
wli
latK.wsw
W S
P G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT
CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION INVERT
SECT
W S ELEV
1007.660 1627.180
4
1630.800
ELEMENT NO
2
IS A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN 11
1023.660 1627.340
4
.013
.000
.000
.000
ELEMENT NO
3
IS A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN 11
1041.330 1627.530
4
.013
22.500
44.996
.000
0
ELEMENT NO
4
IS A
REACH
U/S DATA STATION INVERT
SECT
N
RADIUS
ANGLE
A14G PT
MAN 11
1065.330 1627.770
4
.013
.000
.000
.000
0
ELEMENT NO
5
IS A
WALL ENTRANCE
U/S DATA STATION INVERT
SECT
FP
1065.330 1627.770
9
.500
ELEMENT NO
6
IS A
SYSTEM HEADWORKS
U/S DATA STATION INVERT
SECT
W S ELEV
1065.330 1627.770
9
1636.800
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-K
T3 JN 126-2010 wli
so 1007.6601627.180 4
R 1023.6601627.340 4
R 1041.3301627.530 4
R 1065.3301627.770 4
WE 1065.3301627.770 9
SH 1065.3301627.770 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 7.470
CD 10 3 0 .000 6.500
Q 30.100 .0
latK. wsw
1630.800
.013
.013
.013
.500
1636.800
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
2.000 .000 .000 .00
5.500 .000 .000 .00
* 000 .000 0
44.996 .000 0
.000 .000 0
............ .......... .
FILE: P:\126-2010\Drainage\latL.WSW
W S P
G W - CIVILDESIGN Version
14.01
PACE I
Program Package Serial Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 3-28-2004
Time:
5:32:28
LYTLE
CREEJK ROAD
SD -LINE
B5
Q100--LAT-L
JN 126-2010
wli
latL.wsw
I
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICri.ticallFlow
Toplliei.ght/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
[lead I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPTs/Pip
L/Elem ICh
Slope I
I
I
I
SIP Avel
[IF ISE
DpthlFroude
NINorm
Dp
I "U" I X-FaIll
ZR
IType Ch
1003.170
1630.200
2.100
1632.300
2.00
.64
.01
1632.31
.00
.49
.00
2.000
.000
.00
a .0
2.073
.0484
.0001
.00
2.10
.00
.27
.013
.00
.00
PIPE
1005.243
1630.300
2.000
1632.300
2.00
.64
.01
1632.31
.00
.49
.00
2.000
.000
.00
0 .0
3.816
.0484
.0001
.00
2.00
.00
.27
.013
.00
.00
PIPE
1009.060
1630.485
1.814
1632.299
2.00
.67
.01
1632.31
.00
.49
1.16
2.000
.000
.00
0 .0
2.222
.0484
.0001
.00
1.81
.07
2'7
.01.3
.00
.00
PT Pf"
1011.282
1630.592
1.706
1632.298
2.00
.70
.01
1632.31
.00
.49
1.42
2.000
.000
.00
0 .0
1.807
.0484
.0001
.00
1.71
.09
.27
.013
.00
00
PI PE,
1013.089
1630.680
1.618
1632.298
2.00
.73
.01
1632.31
.00
Aq
1.57
2.000
.000
.00
0 .0
1.599
.0484
.0001
.00
1.62
.10
27
.013
.00
.00
PTPF
1014.688
1630.757
1.540
1632.297
2.00
.77
.01
1632.31
.00
.49
1.68
2.000
.000
.00
0 .0
1.431
.0484
.0001
.00
1.54
.31
.2*7
.013
.00
.00
PT PF
1016.119
1630.826
1.470
1632.296
2.00
.81
.01
1632.31
.00
Aq
I . '7'7
2.000
.000
00
0
1.305
.0484
.0001
.00
1.47
.12
.27
.013
.00
00
PT PE
1017.425
1630.889
1.406
1632.295
2.00
.85
.01
1632.31
.00
.49
1.83
2.000
.000
M)
0 (1
1.221
.0484
.0001
.00
1.41
.13
.27
.013
.00
.00
PI PE
1018.645
1630.948
1.346
1632.294
2.00
.89
.01
1632.31
.00
.49
1.88
2.000
.000
.00
0
1.115
.0484
.0001
.00
1.35
.14
27
.013
M)
.00
Ill PE
MINE
iiiiiiii I I III III ME III I I I I III I I
FILE: P:\126-2010\Drainage\latL.WSW
W S P
G W - CIVILDESIGN Version
14.01
PACE 2
Program Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 3-28-2004
Time:
5:32:28
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-L
JN 126-2010
wli
latL.wsw
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticaliFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.EI.I
Elev
I Depth
I Width
IDia.-FTIor
T.D.1
ZL
IPr-,/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
14F ISE
DpthIFroude
NINorm
Dp
I 'IN" I X-FaIll
ZR
IType Ch
1019.760
1631.002
1.291
1632.293
2.00
.93
.01
1632.31
.00
.49
1.91
2.000
.000
.00
0 .0
1.051
.0484
.0001
.00
1.29
.16
.27
.013
.00
.00
PIPE
1020.811
1631.053
1.239
1632.292
2.00
.98
.01
1632.31
.00
.49
I.c)4
2.000
.000
.00
.965
.0484
.0002
.00
1.24
.17
.27
.013
.00
.00
PIPE
1021.776
1631.100
1.191
1632.291
2.00
1.03
.02
1632.31
.()o
.49
1.q6
2.000
.000
00
0 .0
.921
.0484
.0002
.00
1.19
.18
.27
.013
.00
.00
PIPE
1022.698
1631.144
1.145
1632.289
2.00
1.08
.02
1632.31
.00
.49
1 . 48
2.000
.000
.00
0
.877
.0484
.0002
.00
1.15
.20
.27
.013
.00
.00
PIPE
1023.574
1631.187
1.101
1632.288
2.00
1.13
.02
1632.31
.00
.49
1.99
2.000
.000
.00
0 .0
.811
.0484
.0002
.00
1.10
.21
.27
.013
.00
.00
PIPE
1024.385
1631.226
1.060
1632.286
2.00
1.18
.02
1632.31
.00
.49
2.00
2.000
.000
0 (1
.787
.0484
.0003
.00
1.06
.23
27
.013
.00
.00
PIPE
1025.172
1631.264
1.020
1632.284
2.00
1.24
.02
1632.31
.00
.49
2.00
2.000
0
(y)
.720
.0484
.0003
.00
1.02
.24
27
.013
.00
.00
1' 1 PE
1025.892
1631.299
.983
1632.282
2.00
1.30
.03
1632.31
.00
.49
2.00
2.000
.000
00
0
.695
.0484
.0004
.00
.98
.26
.2-7
.013
.0()
00
PI TIE
1026.588
1631.332
.941
1632.279
2.00
1.36
.03
1632.31
.00
.49
2.00
2.000
.000
fy)
649
.0484
.0004
.00
.95
.28
.27
.013
00
(M
P I PE
FILE: P:\126-2010\Drainage\latL.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 3
Program Package
Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 3-28-2004
Time:
5:32:28
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-L
JN 126-2010
wli
latL
WSW
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriti-callFlow
TopIHeiqht/j8ase
Wtj
INO Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth I
Width
I Dia. -FT I or
I. D. I
ZT.
IPY-/Pip
L/Elem
Ich Slope I
I
I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N" I X-FaILI
ZR
IType Ch
1027.236
1631.364
.913
1632.277
2.00
1.43
.03
1632.31
.00
.49
l.q9
2.000
.000
.00
0 .0
.623
.0484
.0005
.00
.91
.30
.27
.013
.00
.00
PIPE
1027.859
1631.394
.880
1632.274
2.00
1.50
.03
1.632.31
.00
.49
1.99
2.000
.000
.00
0 .0
.575
.04B4
.0005
.00
.88
.32
.27
.013
.00
.00
PIPE
1028.434
1631.422
.849
1632.271
2.00
1.57
.04
1632.31
.00
.49
1.98
2.000
.000
.00
0 0
.547
.0484
.0006
.00
.85
.35
.21
.011
.00
.00
PIPE
1028.981
1631.448
.819
1632.267
2.00
1.65
.04
1632.31
.00
.4c)
1 . 97
2.000
.000
.00
0 0
.519
.0484
.0007
.00
.82
.37
.27
.013
.00
.00
PIPE
1029.501
1631.473
.790
1632.263
2.00
l.7 3
.05
1632.31
.00
.49
1.96
2.000
.000
.00
0 0
.490
.0484
.0008
.00
.79
.40
2'7
.013
.00
.00
PIPE
1029.991
1631.497
.762
1632.259
2.00
1.82
.05
1632.31
.00
.49
1 .94
2.000
.000
.00
0
.440
.0484
.0009
.00
.7 6
.43
.27
.013
00
PE
1030.431
1631.518
.736
1632.254
2.00
1.91
.06
1632.31
.00
.49
1 .93
2.000
000
00
.409
.0484
.0010
.00
.74
.46
27
.013
00
(M
I, I PE
1030.840
1631.538
.711
1632.249
2.00
2.00
.06
1632.31
.00
.49
1 .91
2.000
00
0 .0
.398
.0484
.0011
.00
.71
.49
2'7
.013
.00
(M
P I PF
1031.238
1631.557
.686
1632.243
2.00
2.10
.07
1632.31
.00
.49
1.90
2.000
000
.00
0
.344
.0484
.0013
.00
.69
.92
2 7
.0 13
00
(M
P I PE
!1-1 --77
10� Nd 11111 " I" I" M"
FILE: P:\126-2010\Drainage\latL.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE I
Program Package
Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 3-28-2004
Timo:
-5:32:28
LYTLE CREEK ROAD
SD -LINE
B5
Q100--LAT-L
JN 126-2010
wli
latL
WSW
Invert
Depth I Water I
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
Topilleight/lBase
WtI
INo Wth
Station
I Elev
(FT) I Elev I
(CFS)
(FPS)
[lead I
Grd.El.I
Elev
I Depth I
Width
IDia.-FTIor
T.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
SF Avel
HF ISE
DpthlFroude
MINorm
Dp
I "N"
I X-Fallj
ZR
1'1'y[,(, Ch
1031.582
1631.574
.663 1632.237
2.00
2.20
.08
1632.31
.00
.4q
1.88
2.000
.00n
.00
.0
.331
.0484
.0015
.00
.66
.56
.27
.013
.00
.00
PTPF
1031.912
I
1631.590
I I I
.640 1632.230
I
2.00
2.31
I
.08
I
1632.31
.00
I I
.49
1 .87
2.000
I I
.000
.00
0 0
.295
.0484
.0017
.00
.64
.60
.27
013
.00
.00
PTPE
1032.207
I
1631.604
I I I
.618 1632.222
I
2.00
2.42
I
.09
I
1632.31
.00
I I
.49
1 R9
2.000
I I
.000
.00
0 .0
.123
.0484
.0019
.00
.62
.64
.27
.013
.00
.00
PIPE
1032.330
I
1631.610
I I I
.608 1632.218
I
2.00
2.48
I
.10
I
1632.31
.00
I I
.49
1.84
2.000
I I
.000
.00
0 0
WALL ENTRANCE
1032. 330
I
1631.610
.769 1632.379
2.00
.09
.00
1632.38
.00
.05
28.00
8.000
28.000
.00
0 0
= m m m m m 9-"- r-ol f,"- r_n t".- 1"- rl"- I" r_." r"- Irwl "- m
Tl LYTLE CREEK ROAD SD-LINF B5
T2 Q100--LAT-L
T3 JN 126-2010 wli
so 1003.1701630.200 6
R 1032.3301631.610 6
WE 1032.3301631.610 9
SH 1032.3301631.610 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 8.000
CD 10 3 0 .000 6.500
Q 2.000 .0
latL. wsw
1632 . 3000
013
.000 .000 0
500
1639.610
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
28.000
.000
.000
.00
5.500
.000
.000
.00
FILE: P:\126-2010\Drainacje\latL.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
3-28-2004
Time: 5:32:24
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PACE 1
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y (7) Y(8)
Y(q) Y(10)
CODE NO
TYPE PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 8.000
28.000
.00
CD 10
3
0 .000 6.500
5.500
.000 .000 .00
W S P G W
PAGE NO I
WATER SURFACE
PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
No
2 IS
-
Q100--LAT-L
HEADING LINE
No
3 IS
-
JN 126-2010
wli latL.wsw
W S P G W
PAGE NO 2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1003.170
1630.200
6
1632.jM
ELEMENT NO
2
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN H
1032.330
1631.610
6 .013
.000
.000
.000
ELEMENT NO
3
IS A
WALL ENTRANCE
U/S DATA STATION
INVERT
SECT FP
1032.330
1631.610
9 .500
ELEMENT NO
4
IS A
SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1032.330
1631.610
9
1639.610
............
FILE: P:\126-2010\Drainage\latM.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
I
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
8:28:59
LYTLE
CREEK ROAD
SD -LINE
B5
0100--LAT-M
JN 126-201T
wli latM.wsw
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1007.460
1638.210
.398
1638.608
4.60
10.37
1.67
1640.28
.00
.75
1.60
2.000
.000
.00
0
.0
.540
.2725
.0521
.03
.40
3.47
.27
.013
.00
.00
PIPE
1008.000
1638.357
.409
1638.766
4.60
9.94
1.53
1640.30
.00
.75
1.61
2.000
.000
.00
0
.0
.554
.2725
.0459
.03
.41
3.27
.27
.013
.00
.00
PIPE
1008.554
1638.508
.423
1638.931
4.60
9.48
1.40
1640.33
.00
.75
1.63
2.000
.000
.00
0
.0
.486
.2725
.0401
.02
.42
3.07
.27
.013
.00
.00
PIPE
1009.040
1638.640
.437
1639.078
4.60
9.04
1.27
1640.35
.00
.75
1.65
2.000
.000
.00
0
0
.422
.2725
.0350
.01
.44
2.87
.27
.013
.00
.00
PIPE
1009.462
1638.755
.452
1639.208
4.60
8.62
1.15
1640.36
.00
.75
1.67
2.000
.000
.00
0
.0
.367
.2725
.0306
.01
.45
2.69
.27
.013
.00
.00
PIPE
1009.829
1638.856
.468
1639.324
4.60
8.22
1.05
1640.37
.00
.75
1.69
2.000
.000
.00
0
.0
.323
.2725
.0268
.01
.47
2.52
.27
.013
.00
.00
PIPE
1010.152
1638.944
.484
1639.428
4.60
7.83
.95
1640.38
.00
.75
1.71
2.000
.000
.00
0
.0
.284
.2725
.0234
.01
.48
2.36
.27
.013
.00
.00
PIPE
1010.436
1639.021
.500
1639.521
4.60
7.47
.87
1640.39
.00
.75
1.73
2.000
.000
.00
0
.0
.241
.2725
.0205
.00
.50
2.21
.27
.013
.00
.00
PIPE
1010.677
1639.087
.518
1639.605
4.60
7.12
.79
1640.39
.00
.75
1.75
2.000
.000
.00
0
.0
.211
.2725
.0179
.00
.52
2.0'7
.27
.013
.00
.00
PIPE
FILE: P:\126-2010\Drainage\latM.WSW
W S P
G W - CIVILDESIGN Version
14.01
PACE 2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
8:28:99
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-M
JN 126-2010
wli latM.wsw
I
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth I
Width
IDia.-FTIor
T.D.1
ZL
jPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1010.887
1639.144
.536
1639.680
4.60
6.79
.72
1640.40
.00
.75
1.77
2.000
.000
.00
0 .0
.183
.2725
.0157
.00
.54
1.94
.27
.013
.00
.00
PIPE
1011.071
1639.194
.554
1639.748
4.60
6.47
.65
1640.40
.00
.75
1.79
2.000
.000
.00
0 .0
.155
.2725
.0137
.00
.55
1.81
.27
.013
.00
.00
PIPE
1011.226
1639.236
.573
1639.809
4.60
6.17
.59
1640.40
.00
.75
1.81
2.000
.000
.00
0 .0
.130
.2725
.0120
.00
.57
1.69
.27
.013
.00
.00
PIPE
1011.356
1639.272
.593
1639.865
4.60
5.89
.54
1640.40
.00
.75
1.83
2.000
.000
.00
0 0
.104
.2725
.0105
.00
.59
1.59
.27
.013
.00
.00
PIPE
1011.460
1639.300
.615
1639.915
4.60
5.61
.49
1640.40
.00
.75
1.85
2.000
.000
.00
0 .0
6.167
.0125
.0093
.06
.61
1.48
.58
.013
.00
.00
PIPE
1017.627
1639.377
.632
1640.009
4.60
5.40
.45
1640.46
.00
.75
1.86
2.000
.000
.00
0 .0
4.497
.0125
.0083
.04
.63
1.40
.58
.013
.00
.00
P I TIE
1022.124
1639.433
.654
1640.087
4.60
5.14
.41
1640.50
.00
.75
1 .88
2.000
.000
.00
0 .0
2.725
.0125
.0072
.02
.65
1.31
.58
.013
.00
.00
PIPE
1024.849
1639.467
.677
1640.145
4.60
4.91
.37
1640.52
.00
.75
1 .89
2.000
.000
.00
0 0
1.616
.0125
.0063
.01
.68
1.23
.58
.013
.00
.00
P I PF
1026.465
1639.488
.701
1640.189
4.60
4.68
.34
1640.53
.00
.75
1.91
2.000
.000
.00
0 .0
.846
.0125
.0055
.00
.70
1.15
.58
.013
00
00
P I PE
1� I ''I �
111111 �� I Z"zffwM&"1jjjjjj111!1111!1 1�� I Miilin���
FILE: P:\126-2010\Drainage\latM.WSW W S P G W - CIVILDESIGN Version 14.01 PACE 3
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 6-10-2004 Time: 8:28:99
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-M
JN 126-2010 wli latM.wsw
Invert I Depth I Water Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wtii
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTjor I.D.1 ZL JPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1027.311 1639.498 .726 1640.224 4.60 4.46 .31 1640.53 .00 .75 1.92 2.000 .000 .00 0 .0
.149 .0125 .0049 .00 .73 1.07 .58 .013 .00 .00 PTPE
I I I I I I I I I I I I
1027.460 1639.500 .754 1640.254 4.60 4.24 .28 1640.53 .00 .75 1.94 2.000 .000 .00 0 .0
WALL ENTRANCE
I
1027.460 1639.500 1.016 1640.516 4.60 2.26 .08 1640.60 .00 .55 2.00 7.800 2.000 .00 0 .0
74EW
FILE: P:\126-2010\Drainage\latM.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
6-10-2004
Time: 8:28:59
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(1) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 7.800
2.000
.00
CD 10
3
0 .000 6.500
5.500
.000 .000 .00
W S P G W
PAGE NO
1
WATER SURFACE
PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
NO
2 IS
-
Q100--LAT-M
HEADING LINE
NO
3 IS
-
JN 126-2010
w1i latM.wsw
W S P G W
PAGE NO
2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1007.460
1638.210
6
16).8.500
ELEMENT NO
2
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1011.460
1639.300
6 .013
.000
.000
.000
0
ELEMENT NO
3
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN 11
1027.460
1639.500
6 .013
.000
.000
.000
ELEMENT NO
4
IS A
WALL ENTRANCE
U/S DATA STATION
INVERT
SECT FP
1027.460
1639.500
9 .500
ELEMENT NO
5
IS A
SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1027.460
1639.500
9
1647.000
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-M
T3 JN 126-2010 wli
so 1007.4601638.210 6
R 1011.4601639.300 6
R 1027.4601639.500 6
WE 1027.4601639.500 9
SH 1027.4601639.500 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 7.800
CD 10 3 0 .000 6.500
Q 4.600 .0
latM.wsw
1638. 5009
.013 .000 .000 0
.013 .000 .000 0
.500
1647.000
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
.000 .000 .000 .00
2.000 .000 .000 .00
5.500 .000 .000 .00
iiiiiiiiiiii 1110,011MIN iiiiiiiiiiii 1�� I I III 1 111 11 1 1 111 ''1 ��
FILE: P:\126-2010\Drainage\latN.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 1
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
8:22:56
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-N
JN 126-2010
wli latN.wsw
I
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.I
Elev I
Depth
I Width
IDia.-FTIor
1.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
SF Avel
HF ISE
Dpth[Froude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1009.660
1636.660
.564
1637.224
10.30
12.41
2.39
1639.62
.00
1.07
2.09
2.500
.000
.00
0 .0
3.830
.0777
.0487
.19
.56
3.47
.51
.013
.00
.00
PIPE
1013.490
1636.957
.574
1637.531
10.30
12.08
2.27
1639.80
.00
1.07
2.10
2.500
.000
.00
0 .0
5.514
.0777
.0439
.24
.57
3.34
.51
.013
.00
.00
PIPE
1019.004
1637.386
.594
1637.980
10.30
11.52
2.06
1640.04
.00
1.07
2.13
2.500
.000
.00
0 .0
4.262
.0777
.0384
.16
.59
3.13
.51
.013
.00
.00
PIPE
1023.266
1637.717
.614
1638.331
10.30
10.98
1.87
1640.20
.00
1.07
2.15
2.500
.000
.00
0 .0
3.386
.0777
.0336
.11
.61
2.93
-.51
.013
.00
.00
PIPE
1026.652
1637.980
.635
1638.615
10.30
10.47
1.70
1640.32
.00
1.07
2.18
2.500
.000
.00
0 .0
2.750
.0777
.0294
.08
.64
2.75
.51
.013
.00
.00
PIPE
1029.402
1638.193
.657
1638.850
10.310
9.99
1.55
1640.40
.00
1.07
2.20
2.500
.000
.00
0 n
2.266
.0777
.0257
.06
.66
2.57
.51
.013
.00
.00
PIPF,
1031.667
1638.369
.680
1639.049
10.30
9.52
1.41
1640.46
.00
1.07
2.23
2.500
.000
.00
0 f]
1.884
.0777
.0225
.04
.68
2.41
.51
.013
.00
.00
PIPE
1033.551
1638.516
.704
1639.220
10.30
9.08
1.28
1640.50
.00
1.07
2.25
2.500
.000
.00
0 (1
1.592
.0777
.0197
.03
.70
2.25
.51
.013
.00
.00
PIPE
1035.143
1638.639
.728
1639.368
10.30
8.65
1.16
1640.53
.00
1.07
2.27
2.500
.00()
.00
0 C
1.319
.0777
.0172
.02
.73
2.11
.51
.013
.00
.00
PIPE
111,11-11ME ' 'AW]Mff AIM*'
FILE: P:\126-2010\Drainage\latN.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 6-10-2004
Time:
8:22:56
LYTLE
CREEK ROAD
SD -LINE
B5
Q100--LAT-N
JN 126-2010
wli
IatN.wsw
I
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I X-FaIll
ZR
IType Ch
1036.462
1638.742
.754
1639.496
10.30
8.25
1.06
1640.55
.00
1.07
2.29
2.500
.000
.00
0 .0
1.121
.0777
.0151
.02
.75
1.97
.51
.013
.00
.00
PIPE
1037.583
1638.829
.780
1639.609
10.30
7.87
.96
1640.57
.00
1.07
2.32
2.500
.000
.00
0 .0
.921
.0777
.0132
.01
.78
1.84
.51
.013
.00
.00
PIPE
1038.504
1638.900
.808
1639.708
10.30
7.50
.87
1640.58
.00
1.07
2.34
2.500
.000
.00
0 .0
.778
.0777
.0116
.01
.81
1.73
.51
.013
.00
.00
PIPE
1039.283
1638.961
.836
1639.797
10.30
7.15
.79
1640.59
.00
1.07
2.36
2.500
.000
.00
0 C
.625
.0777
.0101
.01
.84
1.61
.51
.013
.00
.00
PIPE
1039.908
1639.009
.866
1639.875
10.30
6.82
.72
1640.60
.00
1.07
2.38
2.500
.000
.00
0 a
.504
.0777
.0089
.00
.87
1.51
.51
.013
.00
.00
PIPE
1040.412
1639.049
.897
1639.946
10.30
6.50
.66
1640.60
.00
1.07
2.40
2.500
.000
.00
0 C
.396
.0777
.0078
.00
.90
1.41
.51
.013
.00
.00
PIPE
1040.808
1639.079
.929
1640.008
10.30
6.20
.60
1640.61
.00
1.07
2.42
2.500
.000
.00
0 C
.300
.0777
.0068
.00
.93
1.32
.51
.013
.00
.00
PIPE
1041.108
1639.103
.962
1640.065
10.30
5.91
.54
1640.61
.00
1.07
2.43
2.500
.000
.00
0 C,
.200
.0777
.0060
.00
.96
1.23
.51
.033
.00
.00
PIPE,
1041.308
1639.118
.997
1640.115
10.30
5.64
.49
1640.61
.00
1.07
2.45
2.500
.000
.00
0 C
.122
.0777
.0053
.00
1.00
1.15
.51
.013
.00
.00
PIPE
IN
owl
FILE: P:\126-2010\Drainage\latN.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 6-10-2004 Time: 8:22:56
LYTLE CREEK ROAD SD -LINE B5
Q100--LAT-N
JN 126-2010 wli latN WSW
Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 Z1, JPrs/Pip
L/Elem Ich slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fal1I ZR IType Ch
1041.430 1639.128 1.033 1640.161 10.30 5.37 .45 1640.61 .00 1.07 2.46 2.500 .000 .00 0 .0
.030 .0777 .0046 .00 1.03 1.07 .51 .013 .00 .00 PIPE
1041.460 1639.130 1.073 1640.203 10.30 5.12 .41 1640.61 .00 1.07 2.47 2.500 .000 .00 0 .0
WALL ENTRANCE
1041.460 1639.130 1.667 1640.797 10.30 .22 .00 1640.80 .00 .16 28.00 8.000 28.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
E *96 M 06 dam *0
FILE: P:\126-2010\Drainage\latN.WSW
W S P G
W - EDIT LISTING - Version 14.01
Date:
6-10-2004
Time: 8:22:52
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE I
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(l) Y(2) Y(3)
Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
0 5.500
CD 2
4
0 5.500
CD 3
4
0 3.500
CD 4
4
0 3.000
CD 5
4
0 2.500
CD 6
4
0 2.000
CD 9
2
0 .000 8.000
28.000
.00
CD 10
3
0 .000 6.500
5.500
.000 .000 .00
W S P G W
PAGE NO I
WATER SURFACE
PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
LYTLE CREEK
ROAD SD -LINE
B5
HEADING LINE
No
2 IS
-
Q100--LAT-N
HEADING LINE
NO
3 IS
-
JN 126-2010
wli latN.wsw
W S P G W
PACE NO 2
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT NO
1
IS A
SYSTEM OUTLET
U/S DATA STATION
INVERT
SECT
W S ELEV
1009.660
1636.660
5
1638.500
ELEMENT NO
2
IS A
REACH
U/S DATA STATION
INVERT
SECT N
RADIUS
ANGLE
ANG PT MAN 11
1041.460
1639.130
5 .013
.000
.000
.000 0
ELEMENT NO
3
IS A
WALL ENTRANCE
U/S DATA STATION
INVERT
SECT FP
1041.460
1639.130
9 .500
ELEMENT NO
4
IS A
SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1041.460
1639.130
9
1647.130
I
TI LYTLE CREEK ROAD SD -LINE B5
T2 Q100--LAT-N
T3 JN 126-2010 wli
so 1009.6601636.660 5
R 1041.4601639.130 5
WE 1041.4601639.130 9
SH 1041.4601639.130 9
CD 1 4 0 .000 5.500
CD 2 4 0 .000 5.500
CD 3 4 0 .000 3.500
CD 4 4 0 .000 3.000
CD 5 4 0 .000 2.500
CD 6 4 0 .000 2.000
CD 9 2 0 .000 8.000
CD 10 3 0 .000 6.500
Q 10.300 .0
latN.wsw
.013
.500
1638.5000
.000 .000 0
1647.130
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
28.000
.000
.000
.00
5.500
.000
.000
.00
SEC
REFWNCES&
0
SAN BERNARDINO COUNTY
HYDROLOGY MANUAL
SCALE REDUCED BY 1/2
L-7
HYDROLOGIC SOILS GROUP MAP
FOR
SOUTHWEST -A AREA
EXCERPTS:
CITY OF FONTANA MASTER PLAN OF DRAINAGE
SUMMIT AVENUE STORM DRAIN MPSD LINE B
02/12/04
Ll
564+00
HDRIZ 1'= 4u,
VERT 1'= 4'.
5dLF— t3�XB C. R
565+00 566+001 PLAN 1'= 40' 1567+00 568+00 569+00 570+00
SCALE IN FEET
0 40 80 120 160
EXIST. POLE TO BE
RELOCATED BY OTHERS(TYP)
EXIST. 30"SD
/To BE ABANDONED
OR REMOVED
NEEDED
MPSD LIOE 9'E1519
EX. 3e GAS
LATE4AL "85-137—
�SJTURE CATCH BASIN
EE DETAIL AT LEFT)
: 'Po
25 1+52.90
_2 +60.00-LYTLE CR K
END LAT. "B5 -B"
CONST. CMP RISER z 6'
A/P.N.226-091-33,
/ 1 17
N 89*59'31* E
I 5Z4tF Lj6-5-4+00
1 4– -191 +74—
T'\ 566+23.09 CIL MH / I
=INT 10+00 LINE T5"
A=45' C=8.95'/
B=6.0'
Swillne
27 N 89'59'31 " E EXIST. FIBER OP7��
cl STREET--,-' EXIST. 25" WATER
ST. E.OP ul C) tn CD
0 V c� c) ;z
c� < q l< 27
CD EX. R/W L0 Lri
P - LO F -
/a P= C�4 P�
+ + r -EXIST, FIBER OPTIV + +
C6 .t M, Ln CD Ln L-�
to to
LO 101 :z
f LATERAL P'K-Apl
10+69.65
J=INT 1+00 LAT. "135 -Al
( INT 1+00 LAT. "B5 -B"
r-t—[SUETURE CATCH BAS11'
E DETAIL A,T LEFT
END LAT. OB5-A"
CONST. CMP RISER
A = 45'
B = 36"
C 3. 0'
D 72"
, LATERAL "9 ly
A.P.N.226-092-60
CATCH BASINS PER
321
CITY DWG I
SEE SHEET 8
FOR LATERAL PROFILESI
EXIST. POLE TC
RELOCATED BY
I'll - PROP. CURB & GU
CL CB # 19 EXIST. POLE TO BE PROP. SIDEWALK -
x ST. STA 61+46.08 RELOCATED BY OTHERS(TYP EX. R/W
W= 14' V= 5'
TRAFFIC SIGNAL LINE
I + b3.#
L
�r �� END LAT. PROP. 10" SEWER
P
0 16'
PER DWG. #qD28
cn
CN
to
LO
EXIST. ;70LEMWTO BE cl�
0 RELOCATED BY OTHERS(TYP)
��e U -i
566+55.13 1 S.D. w f 'E�
566+49.81 INT. SUMMIT AVE(W) w
, � ZlIAl. A.P.N.226-151-02
A 60+61.12 SUMMIT AVE. (E) U `\ 568+40.31
&—=-1+07.07 LAT
=214+56.11 LYTLE CREEK RD. w 2co EXIST. 2" WATER
3T. 36" GAS,<�" A& _j c*4
CD
EX. 48" W
PROP. 15' SEWER
�-5.20'
SUMMIT
I RFV. I REASON DESCRIPTION
CURVE LINE DATA TABLE
ITEM NO. DELTA/lBEARING RADIUS LENGTH TANGENT
N 45-22-56" E --- 33.56' ---
46*03'31" 45.00' 36.17' 19,13*
AVENUE c N 04'40'35"W --- 15.25' ---
g N 44-19-25- E --- 40.56'
UE N 56-45'30" W --- 1 52.90'
DA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
1+80.86
END LAT. -19 C 01
I
�XIST. R/I
\,EXIST. 25 WATER
Ono
ST. STA 62+99.77 "7PROTR�/�
'C:CB # 21
W= 7' - V= 5' PROP. SID
PROP. CUI
-LATERAL 11cly
5UTU.Fql�- �ONTANA U.,
BENCH MARK: 8-17 CALTRANS BASS (IF BEARINGS,
THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN CONCRETE S.C.E. SOUTH LINE OF THE NORTHEAST QUARTE
TOWER LEG,343 N/O HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANGE 6
AVE., 0.20 Mi. W/O SAN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS
2.65 IVIL W . ALONG HIGHLAND AVE., N 89'37'36" W ON A MAP FILED IN BOOl
FROM SIERRA AVE. PAGES 36 THROUGH 42, INCLUSIVE, OF
ELEVATM 142R.6090 RECORDS OF SAN BERNARDINO COUNTY,
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
10+00
INC
x
o.b(241
I —
SCALE
0 40
. . . .. . . . . . . . . . .. . . . . . .
. . ..... . .... . . ...
PROP PROP:
. . .. .......... .. ........ ...... .. . ..... .
F . . ...... ..........
F-4.
.. .. ........ ..... .....
.. . ....... ..
FUT. Fc. B
EXW. 3(
......
. ..... -
. ....... . . ....
.. . .... ...
M K,A
. ... ..... ...... .....
OR REMC
SD
An
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& IcItols)
A& NEED
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m
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kNI)ONED.
in:
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ED
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lam)
. . .......
M
La Ln
.....
LLJ
.. .... ..... .......... . ......... .... .. ..
. .. .....
. ..
10+00
INC
x
o.b(241
I —
SCALE
0 40
. . . .. . . . . . . . . . .. . . . . . .
. . ..... . .... . . ...
PROP PROP:
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F . . ...... ..........
F-4.
.. .. ........ ..... .....
.. . ....... ..
FUT. Fc. B
10+50
JAPSD LINE "B5"
Q— 100 = 685.2 CFS
Vmax = 24.6 FPS
I Mlu
11+00 1+00
LATERAL 19B5 -Bl -9
Q-100 = 116 CFS
Vmax = 28.7 FPS
1+50
LATERAL
99B5 -A99
Q-100 = 100.1 CFS
Vmax = 14.2 FPS
10+
......
. ..... -
. ....... . . ....
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z
cil
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uj.
00
10+50
JAPSD LINE "B5"
Q— 100 = 685.2 CFS
Vmax = 24.6 FPS
I Mlu
11+00 1+00
LATERAL 19B5 -Bl -9
Q-100 = 116 CFS
Vmax = 28.7 FPS
1+50
LATERAL
99B5 -A99
Q-100 = 100.1 CFS
Vmax = 14.2 FPS
10+
Fl,NlSH SURFA E OVER
(j'OF':PlPE
563+00 564+00 565+00
1579.8
BOT.
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f K! a P. ri I d� -Y r- a r- d
-T;9 IL 1 9 Oft
Al�% r%
563+00 564+00 565+00
MADOLE AND ASSOCIATES, INC.
CONSULTING CIVIL ENGINEERING, LAND PLANNING AND SURVEYING
760-A S. Rochester Avenue, ONTARIO, CA 91761 PHONE (909) 937-9151 FAX (909) 937-9152
WEBSITE: www.madoleinc.com -- email: ffirst initial)flastname)@madoleinc.com
TRANSMITTAL
TO: CITY OF FONTANA ENGINEERING
8353 Sierra Avenue
Fontana, CA 92335-3528
ATTN: Mr. Ricco Garay
DATE October 28, 2004 JOB NO. 126-2010
SUBJECT Lvtle Creek Improvement Plans -
Tent. Tract 16868
Citrus Heights -North
The following items are transmitted: Herewith / Under Separate Cover
Via: Delivery
No. of
Copies
Description
_
2
Copies of Hydraulic Calculations WSPG for main line storm drain in Lytle Creek
The above item(s) are submitted: At your request For your review
For your approval X For your action
For your files For your information
General Remarks
If vou have anv auestions, please contact me at (909) 937-9151.
Copies to: File Signed by:
endell
M
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
Invert
I Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
Wtj
]No Wth
Station
I Elev
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
[Dia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I
I I
I
SF Avel
HF ISE DpthlFroude
NINorm Dp
I "N" I
X-Fallj
ZR
IType
Ch
1013.500
1575.390
6.210
1581.600
525.80
22.13
7.61
1589.21
.00
5.39
.00
5.500
.000
.00
0
.0
56.100
.0109
.0245
1.38
6.21
.00
5.50
.013
.00
.00
PIPE
1069.600
1576.000
6.975
1582.975
525.80
22.13
7.61
1590.58
.00
5.39
.00
5.500
.000
.00
0
.0
JUNCT STR
1.0000
.0294
.00
6.98
.00
.015
.00
.00
PIPE
1069.650
1576.050
9.595
1585.645
470.30
19.80
6.08
1591.73
.00
5.33
.00
5.500
.000
.00
0
.0
15.330
.0052
.0196
.30
9.59
.00
5.50
.013
.00
.00
PIPE
1084.980
1576.130
9.816
1585.946
470.30
19.80
6.08
1592.03
.00
5.33
.00
5.500
.000
.00
0
.0
4.670
.1071
.0261
.12
9.82
.00
2.73
.015
.00
.00
PIPE
1089.650
1576.630
9.742
1586.372
470.30
19.80
6.08
1592.46
.00
5.33
.00
5.500
.000
.00
0
.0
10.000
.0160
.0196
.20
9.74
.00
5.50
.013
.00
.00
PIPE
1099.650
1576.790
9.778
1586.568
470.30
19.80
6.08
1592.65
.00
5.33
.00
5.500
.000
.00
0
.0
172.635
.0160
.0196
3.39
9.78
.00
5.50
.013
.00
.00
PIPE
1272.285
1579-557
10.395
1589.952
470.30
19.80
6.08
1596.04
.00
5.33
.00
5.500
.000
.00
0
.0
HYDRAULIC
JUMP
1272.285
1579.557
3.380
1582.937
470.30
30.71
14.64
1597.58
.00
5.33
5.35
5.500
.000
.00
0
.0
2.715
.0160
.0405
.11
3.38
3.20
5.50
.013
.00
.00
PIPE
1275.000
1579.600
3.375
1582.975
470.30
30.77
14.70
1597.68
.00
5.33
5.36
5.500
.000
.00
0
.0
92.028
.0497
.0386
3.56
3.37
3.21
3.16
.013
.00
.00
PIPE
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
2
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
I Invert I
Depth I Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev I
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem.
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm Dp
I 'IN"
I X-Fallj
ZR
IType
Ch
1367.028
1584.175
3.492 1587.667
470.30
29.55
13.56
1601.23
.00
5.33
5.30
5.500
.000
.00
0
.0
71.835
.0497
.0346
2.49
3.49
3.00
3.16
.013
.00
.00
PIPE
1438.863
1587.745
3.640 1591.386
470.30
28.18
12.33
1603.71
.00
5.33
5.20
5.500
.000
.00
0
.0
50.787
.0497
.0308
1.56
3.64
2.77
3.16
.013
.00
.00
PIPE
1489.650
1590.270
3.799 1594.069
470.30
26.87
11.21
1605.28
.00
5.33
5.08
5.500
.000
.00
0
.0
4.660
.0472
.0288
.13
3.80
2.55
3.21
.013
.00
.00
PIPE
1494.310
1590.490
3.815 1594.305
470.30
26.74
11.11
1605.41
.00
5.33
5.07
5.500
.000
.00
0
.0
70.168
.0371
.0274
1.92
3.81
2.53
3.48
.013
.00
.00
PIPE
1564.478
1593.091
3.950 1597.041
470.30
25.75
10.30
1607.34
.00
5.33
4.95
5.500
.000
.00
0
.0
61.556
.0371
.0248
1.53
3.95
2.36
3.48
.013
.00
.00
PIPE
1626.034
1595.373
4.133 1599.506
470.30
24.55
9.36
1608.87
.00
5.33
4.75
5.500
.000
.00
0
.0
43.959
.0371
.0223
.98
4.13
2.16
3.46
.013
.00
.00
PIPE
1669.993
1597.002
4.335 1601.337
470.30
23.41
8.51
1609.85
.00
5.33
4.49
5.500
.000
.00
0
.0
32.317
.0371
.0202
.65
4.34
1.95
3.48
.013
.00
.00
PIPE
1702.310
1598.200
4.563 1602.763
470.30
22.32
7.74
1610.50
.00
5.33
4.14
5.500
.000
.00
0
.0
144.000
.0198
.0190
2.74
4.56
1.74
4.49
.013
.00
.00
PIPE
1846.310
1601.050
4.621 1605.671
470.30
22.07
7.56
1613.24
.00
5.33
4.03
5.500
.000
.00
0
.0
JUNCT STR
.0200
.0255
.22
4.62
1.69
.015
.00
.00
PIPE
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 3
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev I
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
[Ch Slope
SF Ave[
HF ISE DpthIFroude
NINorm Dp
I "N" I
X-Fallj
ZR
IType Ch
1854.810
1601.220
4.486 1605.706
466.80
22.50
7.86
1613.57
.00
5.33
4.27
5.500
.000
.00
0 .0
20.000
.0200
.0195
.39
4.49
1.60
4.43
.013
.00
.00
PIPE
1874.810
1601.620
4.491 1606.111
466.80
22.48
7.84
1613.96
.00
5.33
4.26
5.500
.000
.00
0 .0
227.427
.0202
.0189
4.30
4.49
1.79
4.40
.013
.00
.00
PIPE
2102.237
1606.224
4.641 1610.865
466.80
21.82
7.39
1618.26
.00
5.33
3.99
5.500
.000
.00
0 .0
155.242
.0202
.0177
2.75
4.64
1.66
4.40
.013
.00
.00
PIPE
2257.479
1609.367
4.924 1614.291
466.80
20.81
6.72
1621.01
.00
5.33
3.37
5.500
.000
.00
0 .0
65.331
.0202
.0170
1.11
4.92
1.42
4.40
.013
.00
.00
PIPE
2322.810
1610.690
5.326 1616.016
466.80
19.84
6.11
1622.13
.00
5.33
1.93
5.500
.000
.00
0 .0
JUNCT STR
.0188
.0217
.18
5.33
1.00
.015
.00
.00
PIPE
2331.310
1610.850
7.567 1618.417
419.50
17.66
4.84
1623.26
.00
5.24
.00
5.500
.000
.00
0 .0
10.000
.0220
.0156
.16
7.57
.00
3.87
.013
.00
.00
PIPE
2341.310
1611.070
7.503 1618.573
419.50
17.66
4.84
1623.41
.00
5.24
.00
5.500
.000
.00
0 .0
12.000
.0217
.0156
.19
7.50
.00
3.89
.013
.00
.00
PIPE
2353.310
1611.330
7.430 1618.760
419.50
17.66
4.84
1623.60
.00
5.24
.00
5.500
.000
.00
0 .0
58.516
.0218
.0156
.91
7.43
.00
3.88
.013
.00
.00
PIPE
2411.826
1612.606
7.066 1619.672
419.50
17.66
4.84
1624.51
.00
5.24
.00
5.500
.000
.00
0 .0
HYDRAULIC
JUMP
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE
4
Program Package
Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
jDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
2411.826
1612.606
3.928
1616.534
419.50
23.11
8.29
1624.83
.00
5.24
4.97
5.500
.000
.00
0
.0
311.484
.0218
.0203
6.34
3.93
2.13
3.88
.013
.00
.00
PIPE
2723.310
1619.400
4.054
1623.454
419.50
22.34
7.75
1631.21
.00
5.24
4.84
5.500
.000
.00
0
.0
4.670
.0214
.0195
.09
4.05
2.00
3.91
.013
.00
.00
PIPE
2727.980
1619.500
4.057
1623.557
419.50
22.33
7.74
1631.30
.00
5.24
4.84
5.500
.000
.00
0
.0
107.337
.0222
.0188
2.02
4.06
2.00
3.85
.013
.00
.00
PIPE
2835.317
1621.883
4.190
1626.073
419.50
21.60
7.24
1633.32
.00
5.24
4.69
5.500
.000
.00
0
.0
90.160
.0222
.0172
1.55
4.19
1.87
3.85
.013
.00
.00
PIPE
2925.477
1623.885
4.399
1628.284
419.50
20.59
6.58
1634.87
.00
5.24
4.40
5.500
.000
.00
0
.0
55.019
.0222
.0156
.86
4.40
1.69
3.85
.013
.00
.00
PIPE
2980.496
1625.107
4.635
1629.742
419.50
19.63
5.99
1635.73
.00
5.24
4.00
5.500
.000
.00
0
.0
33.484
.0222
.0144
.48
4.64
1.50
3.85
.013
.00
.00
PIPE
3013.980
1625.850
4.916
1630.766
419.50
18.72
5.44
1636.21
.00
5.24
3.39
5.500
.000
.00
0
.0
JUNCT STR
.0422
.0207
.19
4.92
1.28
015
.00
00
PIPE
3022.980
1626.230
4.037
1630.267
392.50
21.00
6.85
1637.12
.00
5.17
4.86
5.500
.000
.00
0
.0
122.000
.0170
.0174
2.12
4.04
1.89
4.07
.013
.00
.00
PIPE
3144.9BO
1628.300
4.016
1632.317
392.50
21.11
6.92
1639.24
.00
5.17
4.88
5.500
.000
.00
0
.0
42.577
.0170
.0176
.75
4.02
1.91
4.07
.013
.00
.00
PIPE
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 5
Program Package
Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
Invert
I Depth I Water I
Q
Vel
Vel I
Energy I
Super ICriticalIFlow
ToplHeight/lEase
Wtj
[No Wth
Station
I Elev
I (FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev I
Depth
I Width
IDia.-FTIor
I.D.1
ZL
JPrs/Pip
L/Elem
ICh Slope
I I I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
3187.557
1629.024
4.007 1633.031
392.50
21.16
6.95
1639.98
.00
5.17
4.89
5.500
.000
.00
0 .0
317.423
.0170
.0186
5.92
4.01
1.92
4.07
.013
.00
.00
PIPE
3504.980
1634.420
3.834 1638.255
392.50
22.19
7.65
1645.90
.00
5.17
5.05
5.500
.000
.00
0 .0
9.000
.0222
.0197
.18
3.83
2.09
3.67
.013
.00
.00
PIPE
3513.980
1634.620
3.841 1638.461
392.50
22.15
7.62
1646.08
.00
5.17
5.05
5.500
.000
.00
0 .0
20.847
.0352
.0189
.39
3.84
2.08
3.14
.013
.00
.00
PIPE
3534.827
1635.354
3.950 1639.304
392.50
21.49
7.17
1646.47
.00
5.17
4.95
5.500
.000
.00
0 .0
26.114
.0352
.0173
.45
3.95
1.97
3.14
.013
.00
.00
PIPE
3560.941
1636.273
4.134 1640.408
392.50
20.49
6.52
1646.93
.00
5.17
4.75
5.500
.000
.00
0 .0
19.853
.0352
.0155
.31
4.13
1.80
3.14
.013
.00
.00
PIPE
3560.794
1636.972
4.336 1641.308
392.50
19.54
5.93
1647.23
.00
5.17
4.49
5.500
.000
.00
0 .0
14.731
.0352
.0140
.21
4.34
1.63
3.14
.013
.00
.00
PIPE
3595.525
1637.491
4.563 1642.054
392.50
18.63
5.39
1647.44
.00
5.17
4.14
5.500
.000
.00
0 .0
10.051
.0352
.0128
.13
4.56
1.45
3.14
.013
.00
.00
PIPE
3605.576
1637.845
4.828 1642.673
392.50
17.76
4.90
1647.57
.00
5.17
3.60
5.500
.000
.00
0 .0
4.404
.0352
.0121
.05
4.83
1.26
3.14
.013
.00
.00
PIPE
WALL ENTRANCE
FILE: P:\126-2010\Drainage\b5.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 6
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date:10-25-2004 Time: 7:13:39
LYTLE CREEK ROAD SD -LINE B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010 wli b5.wsw
Invert I Depth I Water I Q I Vel Vel I Energy I Super ICritical[Flow ToplHeight/lBase Wtj INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia.-FTIor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch
3609.980 1638.000 5.173 1643.173 392.50 16.93 4.45 1647.62 .00 5.17 2.60 5.500 .000 .00 0 .0
HYDRAULIC JUMP
I I I I I I I I I I I 1 1
3609.980 1638.000 5.172 1643.172 392.50 16.93 4.45 1647.62 .00 5.17 2.60 5.500 .000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - EDIT LISTING - Version 14.01
Date:10-25-2004
Time: 7:13:35
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0
5.500
CD
2
4
0
5.500
CD
3
4
0
3.500
CD
4
4
0
3.000
CD
5
4
0
2.500
CD
6
4
0
2.000
CD
9
2
0 .000 3.660
5.000
.00
CD
10
3
0 .000 6.500
5.500
.000
.000 .00
W S P
G W
PAGE NO
I
WATER SURFACE PROFILE
- TITLE CARD
LISTING
HEADING
LINE
NO
1
IS -
LYTLE CREEK ROAD SD -LINE
B5
HEADING
LINE
No
2
IS -
Q100 FROM
SUMMIT To
36+09.98
HEADING
LINE
No
3
IS -
JN 126-2010
wli
b5.wsw
W S P
G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT
CARD LISTING
ELEMENT
NO
1
IS
A SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1013.500
1575.390
1
1581.600
ELEMENT
NO
2
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1069.600
1576.000
1
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2 N Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1069.650
1576.050
1 4
4 .015 2.100 53.400
1577.970
1577.970 -45.000
45.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
4
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1084.980
1576.130
1
.013
.000
.000
.000
0
ELEMENT
NO
5
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1089.650
1576.630
1
.015
.000
.000
.000
1
ELEMENT
NO
6
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1099.650
1576.790
1
.013
.000
.000
.000
0
ELEMENT
NO
7
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1275.000
1579.600
1
.013
.000
.000
.000
0
ELEMENT
NO
8
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1489.650
1590.270
1
.013
.000
.000
.000
0
ELEMENT
NO
9
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1494.310
1590.490
1
.013
.000
.000
.000
1
ELEMENT
NO
10
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1702.310
1598.200
1
.013
.000
.000
.000
0
ELEMENT
NO
11
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1846.310
1601.050
1
.013
.000
.000
.000
0
ELEMENT
NO
12
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1854.810
1601.220
1 6 4
.015
1.500
2.000 1602.900
1602.340
-45.000 45.000
RADIUS
ANGLE
.000
.000
W S P G W
PAGE NO
3
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
13
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1874.810
1601.620
1
.013
.000
.000
.000
0
ELEMENT
NO
14
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2322.810
1610.690
1
.013
.000
.000
.000
0
ELEMENT
NO
15
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
2331.310
1610.850
1 3 0
.015
47.300
.000 1611.860
.000
45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
16
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2341.310
1611.070
1
.013
.000
.000
.000
0
ELEMENT
NO
17
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2353.310
1611.330
1
.013
.000
.000
.000
0
ELEMENT
NO
18
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2723.310
1619.400
1
.013
.000
.000
.000
0
ELEMENT
NO
19
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2727.980
1619.500
1
.013
.000
.000
.000
1
ELEMENT
NO
20
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3013.980
1625.850
1
.013
.000
.000
.000
0
ELEMENT
No
21
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
3022.980
1626.230
1 6 4
.015
1.900
25.100 1627.640
1627.140
-45.000 45.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
22
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3144.980
1628.300
1
.013
.000
.000
.000
0
W S P G W
PAGE NO
4
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
23
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3504.980
1634.420
1
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.000
.000
.000
0
ELEMENT
NO
24
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3513.980
1634.620
1
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.000
.000
.000
1
ELEMENT
NO
25
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3609.980
1638.000
1
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.000
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0
ELEMENT
NO
26
IS
A WALL ENTRANCE
U/S DATA
STATION
INVERT
SECT
FP
3609.980
1638.000
1
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ELEMENT
NO
27
IS
A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
3609.980 1638.000 1 1648.400
Tl LYTLE CREEK ROAD SD -LINE B5
T2 Q100 FROM SUMMIT TO 36+09.98
T3
JN 126-2010
4
wli
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2
0
.000
3.660
CD
10
3
0
.000
6.500
Q
.000
.000
392.500
.0
b5. wsw
El
1581.600
1648.400
.000
.000
.000
0
2.100
53.4001577.9701577.970-45.0
45.0
.000
.000
.000
.000
0
.000
.000
.000
1
.000
.000
.000
0
.000
.000
.000
0
5.000
.000
.000
0
5.500
.000
.000
1
.000
.000
0
.000
.000
0
1.500
2.0001602.9001602.340-45.0
45.0
.000
.000
.000
0
.000
.000
0
47.300
1611.86 45.0
.000
.000
.000
.000
0
.000
.000
0
.000
.000
0
.000
.000
1
.000
.000
0
1.900
25.1001627.6401627.140-45.0
45.0
.000
.000
.000
0
.000
.000
0
.000
.000
1
.000
.000
0
El
1648.400
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
.000
.000
.000
.00
5.000
.000
.000
.00
5.500
.000
.000
.00
El
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 1
Program Package
Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT TO 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
Elev
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthlFroude
NINorm Dp
I "N" I
X-Fallj
ZR
]Type Ch
1013.500
1575.390
6.210 1581.600
525.80
22.13
7.61
1589.21
.00
5.39
.00
5.500
.000
.00
0 .0
56.100
.0109
.0245
1.38
6.21
.00
5.50
.013
.00
.00
PIPE
1069.600
1576.000
6.975 1582.975
525.80
22.13
7.61
1590.58
.00
5.39
.00
5.500
.000
.00
0 .0
JUNCT STR
1.0000
.0294
.00
6.98
.00
015
.00
00
PIPE
1069.650
1576.050
9.595 1585.645
4'70.30
19.80
6.08
1591.73
.00
5.33
.00
5.500
.000
.00
0 .0
15.330
.0052
.0196
.30
9.59
.00
5.50
.013
.00
.00
PIPE
1084.980
1576.130
9.816 1585.946
470.30
19.80
6.08
1592.03
.00
5.33
.00
5.500
.000
.00
0 .0
4.670
.1071
.0261
.12
9.82
.00
2.73
.015
.00
.00
PIPE
1089.650
1576.630
9.742 1586.372
470.30
19.80
6.08
1592.46
.00
5.33
.00
5.500
.000
.00
0 .0
10.000
.0160
.0196
.20
9.74
.00
5.50
.013
.00
.00
PIPE
1099.650
1576.790
9.778 1586.568
470.30
19.80
6.08
1592.65
.00
5.33
.00
5.500
.000
.00
0 .0
172.635
.0160
.0196
3.39
9.78
.00
5.50
.013
.00
.00
PIPE
1272.285
1579.557
10.395 1589.952
470.30
19.80
6.08
1596.04
.00
5.33
.00
5.500
.000
.00
0 .0
HYDRAULIC
JUMP
1272.285
1579-557
3.380 1582.937
470.30
30.71
14.64
1597.58
.00
5.33
5.35
5.500
.000
.00
0 .0
2.715
.0160
.0405
.11
3.38
3.20
5.50
.013
.00
.00
PIPE
1275.000
1579.600
3.375 1582.975
470.30
30.77
14.70
1597.68
.00
5.33
5.36
5.500
.000
.00
0 .0
92.028
.0497
.0386
3.56
3.37
3.21
3.16
.013
.00
.00
PIPE
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE 2
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT TO 36+09.98
JN 126-2010
wli
b5.wsw
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
WtI
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
lCh Slope I
I
I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
1367.028
1584.175
3.492
1587.667
470.30
29.55
13.56
1601.23
.00
5.33
5.30
5.500
.000
.00
0 .0
71.835
.0497
.0346
2.49
3.49
3.00
3.16
.013
.00
.00
PIPE
1438.863
1587.745
3.640
1591.386
470.30
28.18
12.33
1603.71
.00
5.33
5.20
5.500
.000
.00
0 .0
50.787
.0497
.0308
1.56
3.64
2.77
3.16
.013
.00
.00
PIPE
1489.650
1590.270
3.799
1594.069
470.30
26.87
11.21
1605.28
.00
5.33
5.08
5.500
.000
.00
0 .0
4.660
.0472
.0288
.13
3.80
2.55
3.21
.013
.00
.00
PIPE
1494.310
1590.490
3.815
1594.305
470.30
26.74
11.11
1605.41
.00
5.33
5.07
5.500
.000
.00
0 .0
70.168
.0371
.0274
1.92
3.81
2.53
3.48
.013
.00
.00
PIPE
1564.478
1593.091
3.950
1597.041
470.30
25.75
10.30
1607.34
.00
5.33
4.95
5.500
.000
.00
0 .0
61.556
.0371
.0248
1.53
3.95
2.36
3.48
.013
.00
.00
PIPE
1626.034
1595.373
4.133
1599.506
470.30
24.55
9.36
1608.87
.00
5.33
4.75
5.500
.000
.00
0 .0
43.959
.0371
.0223
.98
4.13
2.16
3.48
.013
.00
.00
PIPE
1669.993
1597.002
4.335
1601.337
470.30
23.41
8.51
1609-85
.00
5.33
4.49
5.500
.000
.00
0 .0
32.317
.0371
.0202
.65
4.34
1.95
3.48
.013
.00
.00
PIPE
1702.310
1598.200
4.563
1602.763
470.30
22.32
7.74
1610.50
.00
5.33
4.14
5.500
.000
.00
0 .0
144.000
.0198
.0190
2.74
4.56
1.74
4.49
.013
.00
.00
PIPE
1846.310
1601.050
4.621
1605.671
470.30
22.07
7.56
1613.24
.00
5.33
4.03
5.500
.000
.00
0 .0
JUNCT STR
.0200
.0255
.22
4.62
1.69
.015
.00
.00
PIPE
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W -
CIVILDESIGN version
14.01
PAGE
3
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT TO 36+09.98
JN 126-2010
wli
b5.wsw
Invert
I Depth I Water I
Q
Vel
Vel I
Energy I
Super ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
I (FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev I
Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope
I I I
I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I 'IN" I
X-Fallj
ZR
IType
Ch
1854.810
1601.220
4.486 1605.706
466.80
22.50
7.86
1613.57
.00
5.33
4.27
5.500
.000
.00
0
.0
20.000
.0200
.0195
.39
4.49
1.80
4.43
.013
.00
.00
PIPE
1874.810
1601.620
4.491 1606.111
466.80
22.48
7.84
1613.96
.00
5.33
4.26
5.500
.000
.00
0
.0
227.427
.0202
.0189
4.30
4.49
1.79
4.40
.013
.00
.00
PIPE
2102.237
1606.224
4.641 1610.865
466.80
21.82
7.39
1618.26
.00
5.33
3.99
5.500
.000
.00
0
.0
155.242
.0202
.0177
2.75
4.64
1.66
4.40
.013
.00
.00
PIPE
2257.479
1609.367
4.924 1614.291
466.80
20.81
6.72
1621.01
.00
5.33
3.37
5.500
.000
.00
0
.0
65.331
.0202
.0170
1.11
4.92
1.42
4.40
.013
.00
.00
PIPE
2322.810
1610.690
5.326 1616.016
466.80
19.84
6.11
1622.13
.00
5.33
1.93
5.500
.000
.00
0
.0
JUNCT STR
.0188
.0217
.18
5.33
1.00
015
.00
.00
PIPE
2331.310
1610.850
7.567 1618.417
419.50
17.66
4.84
1623.26
.00
5.24
.00
5.500
.000
.00
0
.0
10.000
.0220
.0156
.16
7.57
.00
3.87
.013
.00
.00
PIPE
2341.310
1611.070
7.503 1618.573
419.50
17.66
4.84
1623.41
.00
5.24
.00
5.500
.000
.00
0
.0
12.000
.0217
.0156
.19
7.50
.00
3.89
.013
.00
.00
PIPE
2353.310
1611.330
7.430 1618.760
419.50
17.66
4.84
1623.60
.00
5.24
.00
5.500
.000
.00
0
.0
58.516
.0218
.0156
.91
7.43
.00
3.88
.013
.00
.00
PIPE
2411.826
1612.606
7.066 1619.672
419.50
17.66
4.84
1624.51
.00
5.24
.00
5.500
.000
.00
0
.0
HYDRAULIC
JUMP
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W - CIVILDESIGN Version 14.01
PAGE 4
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth I Water I
Q
Vel
Vel I
Energy
I Super ICriticalIFlow
ToplHeight/lBase
WtI
jNo Wth
Station
I Elev I
(FT) I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev I
Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
JCh Slope I
I I
I
SF Avel
HF
ISE DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType Ch
2411.826
1612.606
3.928 1616.534
419.50
23.11
8.29
1624.83
.00
5.24
4.97
5.500
.000
.00
0 .0
311.484
.0218
.0203
6.34
3.93
2.13
3.88
.013
.00
.00
PIPE
2723.310
1619.400
4.054 1623.454
419.50
22.34
7.75
1631.21
.00
5.24
4.84
5.500
.000
.00
0 .0
4.670
.0214
.0195
.09
4.05
2.00
3.91
.013
.00
.00
PIPE
2727.980
1619.500
4.057 1623.557
419.50
22.33
7.74
1631.30
.00
5.24
4.84
5.500
.000
.00
0 .0
107.337
.0222
.0188
2.02
4.06
2.00
3.85
.013
.00
.00
PIPE
2835.317
1621.883
4.190 1626.073
419.50
21.60
7.24
1633.32
.00
5.24
4.69
5.500
.000
.00
0 .0
90.160
.0222
.0172
1.55
4.19
1.87
3.85
.013
.00
.00
PIPE
2925.477
1623.885
4.399 1628.284
419.50
20.59
6.58
1634.87
.00
5.24
4.40
5.500
.000
.00
0 .0
55.019
.0222
.0156
.86
4.40
1.69
3.85
.013
.00
.00
PIPE
2980.496
1625.107
4.635 1629.742
419.50
19.63
5.99
1635.73
.00
5.24
4.00
5.500
.000
.00
0 .0
33.484
.0222
.0144
.48
4.64
1.50
3.85
.013
.00
.00
PIPE
3013.980
1625.850
4.916 1630.766
419.50
18.72
5.44
1636.21
.00
5.24
3.39
5.500
.000
.00
0 .0
JUNCT STR
.0422
.0207
.19
4.92
1.28
015
.00
00
PIPE
3022.980
1626.230
4.037 1630.267
392.50
21.00
6.85
1637.12
.00
5.17
4.86
5.500
.000
.00
0 .0
122.000
.0170
.0174
2.12
4.04
1.89
4.07
.013
.00
.00
PIPE
3144.980
1628.300
4.016 1632.317
392.50
21.11
6.92
1639.24
.00
5.17
4.88
5.500
.000
.00
0 .0
42.577
.0170
.0176
.75
4.02
1.91
4.07
.013
.00
.00
PIPE
FILE: P:\126-2010\Drainage\b5.WSW
W S P
G W -
CIVILDESIGN Version
14.01
PAGE 5
Program Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:10-25-2004
Time:
7:13:39
LYTLE CREEK ROAD
SD -LINE
B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
b5.wsw
Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super ICriticalIFlow
ToplHeight/lBase
Wtl
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev I
Depth
I Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope I
I I
I
SF Avel
HF ISE DpthIFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType Ch
3187.557
1629.024
4.007
1633.031
392.50
21.16
6.95
1639.98
.00
5.17
4.89
5.500
.000
.00
0 .0
317.423
.0170
.0186
5.92
4.01
1.92
4.07
.013
.00
.00
PIPE
3504.980
1634.420
3.834
1638.255
392.50
22.19
7.65
1645.90
.00
5.17
5.05
5.500
.000
.00
0 .0
9.000
.0222
.0197
.18
3.83
2.09
3.67
.013
.00
.00
PIPE
3513.980
1634.620
3.841
1638.461
392.50
22.15
7.62
1646.08
.00
5.17
5.05
5.500
.000
.00
0 .0
20.847
.0352
.0189
.39
3.84
2.08
3.14
.013
.00
.00
PIPE
3534.827
1635.354
3.950
1639.304
392.50
21.49
7.17
1646.47
.00
5.17
4.95
5.500
.000
.00
0 .0
26.114
.0352
.0173
.45
3.95
1.97
3.14
.013
.00
.00
PIPE
3560.941
1636.273
4.134
1640.408
392.50
20.49
6.52
1646.93
.00
5.17
4.75
5.500
.000
.00
0 .0
19.853
.0352
.0155
.31
4.13
1.80
3.14
.013
.00
.00
PIPE
3580.794
1636.972
4.336
1641.308
392.50
19.54
5.93
1647.23
.00
5.17
4.49
5.500
.000
.00
0 .0
14.731
.0352
.0140
.21
4.34
1.63
3.14
.013
.00
.00
PIPE
3595.525
1637.491
4.563
1642.054
392.50
18.63
5.39
1647.44
.00
5.17
4.14
5.500
.000
.00
0 .0
10.051
.0352
.0128
.13
4.56
1.45
3.14
.013
.00
.00
PIPE
3605.576
1637.845
4.828
1642.673
392.50
17.76
4.90
1647.57
.00
5.17
3.60
5.500
.000
.00
0 .0
4.404
.0352
.0121
.05
4.83
1.26
3.14
.013
.00
.00
PIPE
WALL ENTRANCE
FILE: P:\126-2010\Drainage\b5.WSW W S P G W - CIVILDESIGN version 14.01 PAGE 6
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date:10-25-2004 Time: 7:13:39
LYTLE CREEK ROAD SD -LINE B5
Q100 FROM SUMMIT TO 36+09.98
JN 126-2010 wli b5.wsw
Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase WtI INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip
L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorM Dp I 'IN" I X-Fallj ZR IType Ch
3609.980 1638.000 5.173 1643.173 392.50 16.93 4.45 1647.62 .00 5.17 2.60 5.500 .000 .00 0 .0
HYDRAULIC JUMP
I I I I I I I I I I I 1 1
3609.980 1638.000 5.172 1643.172 392.50 16.93 4.45 1647.62 .00 5.17 2.60 5.500 .000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I-
Tl
T2
T3
so
R
ix
R
R
R
R
R
R
R
R
ix
R
R
ix
R
R
R
R
R
ix
R
R
R
R
WE
SH
CD
CD
CD
CD
CD
CD
CD
CD
Q
LYTLE CREEK ROAD SD
-LINE B5
Q100 FROM SUMMIT To 36+09.98
JN 126-2010
wli
bS.wsw
1013.5001575.390
1
1581.600
1069.6001576.000
1
.013
.000
.000
1069.6501576.050
1 4
4.015
2.100
53.4001577.9701577.970-45.0
45.0
1084.9801576.130
1
.013
.000
.000
1089.6501576.630
1
.015
.000
.000
1099.6501576.790
1
.013
.000
.000
1275.0001579.600
1
.013
.000
.000
1489.6501590.270
1
.013
.000
.000
1494.3101590.490
1
.013
.000
.000
1702.3101598.200
1
.013
.000
.000
1846.3101601.050
1
.013
.000
.000
1854.8101601.220
1 6
4.015
1.500
2.0001602.9001602.340-45.0
45.0
1874.8101601.620
1
.013
.000
.000
2322.8101610.690
1
.013
.000
.000
2331.3101610.850
1 3
.015 47.300
1611.86
45.0
.000
2341.3101611.070
1
.013
.000
.000
2353.3101611.330
1
.013
.000
.000
2723.3101619.400
1
.013
.000
.000
2727.9801619.500
1
.013
.000
.000
3013.9801625.850
1
.013
.000
.000
3022.9801626.230
1 6
4.015
1.900
25.1001627.6401627.140-45.0
45.0
3144.9801628.300
1
.013
.000
.000
3504.9801634.420
1
.013
.000
.000
3513.9801634.620
1
.013
.000
.000
3609.9801638.000
1
.013
.000
.000
3609.9801638.000
1
.500
3609.9801638.000
1
1648.400
1 4 0 .000
5.500
.000
.000
.000
.00
2 4 0 .000
5.500
.000
.000
.000
.00
3 4 0 .000
3.500
.000
.000
.000
.00
4 4 0 .000
3.000
.000
.000
.000
.00
5 4 0 .000
2.500
.000
.000
.000
.00
6 4 0 .000
2.000
.000
.000
.000
.00
9 2 0 .000
3.660
5.000
.000
.000
.00
10 3 0 .000
6.500
5.500
.000
.000
.00
392.500
.0
x
mm
0
1
0
0
0
1
0
0
.000
0
0
000
0
0
0
1
0
000
0
0
1
0
N
FILE: P:\126-2010\Drainage\b5.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:10-25-2004
Time: 7:13:35
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE
PIER HEIGHT 1 BASE
ZL
ZR INV Y(l) Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE
NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
0
5.500
CD
2
4
0
5.500
CD
3
4
0
3.500
CD
4
4
0
3.000
CD
5
4
0
2.500
CD
6
4
0
2.000
CD
9
2
0 .000 3.660
5.000
.00
CD
10
3
0 .000 6.500
5.500
.000
.000 .00
W S P
G W
PAGE NO
I
WATER SURFACE PROFILE
- TITLE CARD
LISTING
HEADING
LINE
NO
1
IS
-
LYTLE CREEK ROAD SD -LINE B5
HEADING
LINE
NO
2
IS
-
Q100 FROM
SUMMIT TO
36+09.98
HEADING
LINE
NO
3
IS
-
JN 126-2010
wli
b5.wsw
W S P
G W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT
CARD LISTING
ELEMENT
NO
1
IS
A
SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
1013.500
1575.390
1
1581.600
ELEMENT
NO
2
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1069.600
1576.000
1
.013
.000
.000
.000
0
ELEMENT
NO
3
IS
A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2 N Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1069.650
1576.050
1 4
4 .015 2.100 53.400
1577.970
1577.970 -45.000
45.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
4
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1084.980
1576.130
1
.013
.000
.000
.000
0
ELEMENT
NO
5
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1089.650
1576.630
1
.015
.000
.000
.000
1
ELEMENT
NO
6
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1099.650
1576.790
1
.013
.000
.000
.000
0
ELEMENT
NO
7
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1275.000
1579.600
1
.013
.000
.000
.000
0
ELEMENT
NO
8
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1489.650
1590.270
1
.013
.000
.000
.000
0
ELEMENT
NO
9
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1494.310
1590.490
1
.013
.000
.000
.000
1
ELEMENT
NO
10
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1702.310
1598.200
1
.013
.000
.000
.000
0
ELEMENT
NO
11
IS
A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1846.310
1601.050
1
.013
.000
.000
.000
0
ELEMENT
NO
12
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
1854.810
1601.220
1 6 4
.015
1.500
2.000 1602.900
1602.340
-45.000 45.000
RADIUS
ANGLE
.000
.000
W S P G W
PAGE NO
3
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
13
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1874.810
1601.620
1
.013
.000
.000
.000
0
ELEMENT
NO
14
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2322.810
1610.690
1
.013
.000
.000
.000
0
ELEMENT
NO
15
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
2331.310
1610.850
1 3 0
.015
47.300
.000 1611.860
.000
45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
16
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2341.310
1611.070
1
.013
.000
.000
.000
0
ELEMENT
NO
17
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2353.310
1611.330
1
.013
.000
.000
.000
0
ELEMENT
NO
18
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2723.310
1619.400
1
.013
.000
.000
.000
0
ELEMENT
NO
19
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2727.980
1619.500
1
.013
.000
.000
.000
1
ELEMENT
NO
20
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3013.980
1625.850
1
.013
.000
.000
.000
0
ELEMENT
No
21
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
3022.980
1626.230
1 6 4
.015
1.900
25.100 1627.640
1627.140
-45.000 45.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
22
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3144.980
1628.300
1
.013
.000
.000
.000
0
W S P G W
PAGE NO
4
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
23
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3504.980
1634.420
1
.013
.000
.000
.000
0
ELEMENT
No
24
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3513.980
1634.620
1
.013
.000
.000
.000
1
ELEMENT
No
25
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
3609.980
1638.000
1
.013
.000
.000
.000
0
ELEMENT
NO
26
IS
A WALL ENTRANCE
U/S DATA
STATION
INVERT
SECT
FP
3609.980
1638.000
1
.500
ELEMENT
No
27
IS
A SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT W S ELEV
3609.980 1638.000 1 1648.400