HomeMy WebLinkAboutCitrus Heights North Park SitePARK SI E
BASIN STORM DRAIN
for
Cl'tTus Heights North
CITY OF FONTANA
February 22, 2005
APPROVED
ED
JMAR 9 2005
Reference 126-2017
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WILLDAN
PREPARED BY:
Madole & Associates, Inc.
760-A Rochester Avenue
Ontario 91761
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CONTENTS
SECTION TITLE
A DISCUSSION
u Vicinity Maps
Q Q100HYDROLOGY
13 Park Storm Drain Line M
H Q1 00 STORM DRAIN HYDRA ULICS
L3 Q100 Park Storm Drain Line M
ZI Park Storm Drain "en Flow is at 6.5 Feet of Basin Depth
M Miscellaneous Hydraulic Calculadons
U Riprap Stone Size
L3 R REFERENCES & AIAPS
ci Soils Map (from San Bernardino County Hydrology Manual)
L3 Isohyetal Maps (from San Bernardino County Hydrology Manual)
L3 Miscellaneous Basin Hydraulic Calculations
E3 Summit Avenue Storm Drain AIPSD Line B WSPG Hydraulic Calculations
• Summit Avenue Storm Drain Plan, Sheet 4, D"V. 3213
• Portion of Knox Avenue Drainage Studyfor Lateral E- 7
Li Portion of W.S.P. G. Hydraulic Calculations for Lateral E- 7
• Portions of Drainage Studies for Lateral E-4 & Contributing Catch Basins E-5 & E-6
• Portion of W.S.P. G. Hydraulic Calculationsfor Lateral E-4 IE -11
L3 Capacity Calculationsfor Downstream Catch Basins on Knox Ave. near Summit Ave.
41M
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IN
An
-DISCUSSION
INTRODUCTION
The purpose of this report is to provide hydrologic and hydraulic supporting calculations for the storm
drain that will extend from the north side of the Summit Avenue Storm Drain into an interim condition
detention basin. The proposed area of study is located on the north side of Summit Avenue east of
Lytle Creek Road and west of the future Knox Avenue in Tract 16868 in the City Fontana, County of
San Bernardino, California (See the following Vicinity Map).
This study provides the design criteria for a storm drain connection to an interim detention basin and
for a future park that is in the conceptual stages. The proposed storm drain will provide adequate
capacity for the Q100 discharge from the detention basin. The future park development will have
underground storm drain systems that will intercept the storm flows and will discharge into the future
laterals along the storm drain. The drainage analysis for the detention basin was prepared separately.
EXISTING COADITIONS
The topographic contours for this area indicate that the general terrain falls from the northeast to the
southwest. The land is for the most part open field with very small amounts of vegetation. The
drainage area is bound on the northwest by the Utility Corridor of the Edison and Gas Company R/W
which seems to be aligned with the contours. The east side will be bound by the future Knox Avenue.
The storm water flows drain southwesterly to Summit Avenue and to Lytle Creek Road. An existing
drainage system at Summit Avenue and Lytle Creek Road currently provides for the drainage
interception of the surface runoff from the predeveloped conditions (This existing drainage system
will be reconstructed as part of the first phase of the Summit Avenue Storm Drain hnprovements).
PROPOSED STORM WATER DRAINAGE
The proposed Park Storm Drain, Line M, will be the primary drainage infrastructure for the Q100
storm water runoff for the easterly half of the future North Fontana Recreational Park, which is
conceptually referenced here, and provide for the drainage of the interim detention basin that will be
temporarily located on the northeasterly comer of the park site. The storm drain will provide adequate
capacity for the Q 100 discharge from the detention basin and for the Q 100 storm runoff from the the
park.
This submittal of the design and drainage study assumes a conceptual drainage for the site. The
confluence for the subareas shown on the drainage map for the conceptual park may be adjusted when
the site becomes finalized. The storm drain will have adequate capacity for the storm water flows as
may be seen by the location of the H.G.L. in reference to the future finished surface.
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VICINITY MAP
MADOLE & ASSOCIATES, INC.
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CITRUS HEIGHTS NORTH
760—A ROCHESIL AWNUE
DWARIO. CA 91761
PARK DETENTION BASIN AND STORM DRAIN
(909) 937-9151
IN THE CITY OF FONTANA, CA.
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MADOLE & ASSOCIATES, INC. V.ICINITY MAP
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MD LMD PLMNOM CITRUS HEIGHTS NORTH
760—A ROCHEMR AVENUE
OWARIO, CA 91761 PARK DETENTION BASIN AND STORM DRAIN
(909) 937-9151 IN THE CITY OF FONTANA, CA.
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"I METHODOFSTUDY. HYDROLOGIC STUDYAAD HYDRAULIC CALCULATIONS
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. Civil Design's WSPGW hydraulic software program was used
to analyze pipe sizes and carrying capacities (Section H).
Reference is made to the detention basin drainage study which was prepared separately.
DISCUSSION OF RESULTS
Project Storm Drain Capacity
The attached hydrologic study (and references) and hydraulic calculations indicate that the proposed
storm drain lateral from the Summit Avenue Storm Drain to the interim detention basin will provide
adequate capacity for the future drainage from the park and from the detention basin.
The inlet drainage line of Lateral E-7 will discharge the design flows from the Knox Storm Drain
adequately. Lateral E-7 is a temporary diversion line that intercepts the flows from Knox Avenue and
directs the storm water into the basin.
The inlet drainage line of Lateral E- 11 intercepts the storm flows from Lateral E-4 and the catch
basins (E-5 and E-6) contributing to the flow from Lateral E4. Lateral E-1 I is a temporary drainage
line to direct the storm flows into the temporary detention basin. If any storm water is not intercepted
near the intersection or junction of the Knox Avenue Storm Drain and the Lateral E-4, the flows will
be minor and be intercepted downstream in Knox Avenue near Summit Avenue. The overall flows
being intercepted is approximately +/- 390 c.fs. A possible flow of about 9 c.fs. might be missed due
to the hydraulic grade line elevation being near the street inlets when the water surface in the detention
basin is at the 100 -year elevation. This 9 c.f.s. is minor (2.3 % of 390 c.fs.). At any lesser storm, the
detention basin water surface being lower, the all the catch basins will function adequately.
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SECTION.Q
0100 HYDROLOGY
t I a A a I a I a a a I I I I I I I I I I I I I I I I I I I I I I I a I a I
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
PARK SD LATERAL HYDROLOGY FOR NORTH SIDE (FONTANA)
I Q100 -YEAR STUDY 2/20/05
JN 126-2017 wli parkm.dat
---------------------------------------- [SAN BERNARDINO COUNTY] -----------------------------------------
FILE NAME:P:\126-2017\Drainage\PARK *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 11:46 2/21/2005 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 1 OF
----------------------------- [(c) 1983-2002 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I I POINT NUMBERISUBAREA1 SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)](cfs) 1(ft)Ift/ftIFPS.1 AND NOTES I I
II ------------- I ------- I ------ I ------ I --------------- I I
II ------------- I ------- I ------ I___I ------ I --------------- I I
I I I I I I I I I I I I I ... I IINITIAL SUBAREAI I
I 1 11.001 1.51 1.51 A I Com I ---- 1 13.813.7710.1010.0981 5.01 ---- I ----- I ---- I(SPECIFIED Tc) I I
------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
11.001 188.71 190.21 Source Flow 65.00 1 1 1 70.01 ---- I ----- I ---- I SOURCE FLOW I I
------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I
------------- ------- ------ ------ 1 1541.00471 7.3lQpipe= 69.951 1
1 1 1 1 I*velocity=(total flow)/(pipeln=.0130 D= 3.501 1
1 1 21.001 1 1 1 0.41 1 1 1 cross section area)l 42.0" -PIPE I I
1 21.001 2.01 3.501 A I Com I ---- 1 14.213.7110.1010.0981 76.41 ---- I ----- I ---- I ADD SUBAREA I I
------------- ------- ------ ------ I 2231.0091110.8lQpipe= 76.381 1
1 1 1 In=.0130 D= 2.411 1
31.001 1 1 0.31 1 1 1 1 1 1 1 1 42.0" -PIPE I I
1 0.91 1 A I Com I I 1 10.101 1 1 1 1 1 1 1
31.001 0.81 5.201 A I ParkI ---- 1 14.513.6610.8310.2101 81.11 ---- I ----- I ---- I ADD SUBAREA I I
------------- I ------- I ------ I I I ----- I ---- I ---- I ----- I ------ I 1661.0099111.3lQpipe= 81.141 1
1 1 1 1 1 1 1 1 1 1 1 In=.0130 D= 2.441 1
1 35.001 1 1 1 0.21 1 1 1 1 1 1 1 1 42.0" -PIPE I I
------------- ------- ------ ------ I 881.0318117.8lQpipe= 81.141 1
1 1 1 In=.0130 D= 1.681 1
1 1 41.001 1 1 1 0.11 1 1 1 1 1 1 1 1 42.0" -PIPE I I
41.001 1.31 6.501 A I Com I ---- 1 14.813.6110.1010.1881 85.01 ---- I ----- I ---- I ADD SUBAREA I I
------------- ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 1301.0315118.OlQpipe= 85.021 1
1 1 1 1 1 1 1 1 1 1 1 1 In=.0130 D= 1.731 1
1 1 45.001 1 1 1 0.11 1 1 1 1 1 1 1 1 42.0" -PIPE I I
I I ------------- ------- ------ I --- I ----- I ---- I ---- I ----- I ------ I 461.0107111.BlQpipe= 85.021 1
1 1 1 1 1 1 1 1 1 1 1 In=.0130 D= 2.451 1
1 1 51.001 1 1 1 0.11 1 1 1 1 1 1 1 1 42.0" -PIPE I I
1 51.001 4.71 11.201 A I ParkI ---- 1 15.013.5810.8310.4571 96.51 ---- I ----- I ---- I ADD SUBAREA I I
I-------------------------------------------------------------------------------------------------------- I I
--------------------------------------------------------------------------------------------------------------
a I a i a i a 1 9 1 a I I I I I I I I I I I I I I I I I I I I I I I I I I I
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
PARK SD LATERAL HYDROLOGY FOR NORTH SIDE (FONTANA)
I Q100 -YEAR STUDY 2/20/05
JN 126-2017 wli parkm.dat
---------------------------------------- (SAN BERNARDINO COUNTY] -----------------------------------------
FILE NAME:P:\126-2017\Drainage\PARK *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 11:46 2/21/2005 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 2 OF
----------------------------- [(c) 1983-2002 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(cfs) I(ft)Ift/ftIFPS.I AND NOTES I I
II ------------- I ------- I ------ I___I ------ I --------------- I I
II ------------- I ------- I ------ I --- I ------ I --------------- I I
1 1 51.001 1 11.21 1 1 ---- 1 15.01 1 1 1 96.51 ---- I ----- I ---- ISTREAM SUMMARY I I
------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
EFFECTIVE AREA = 11.20 Acres TOTAL AREA = 199.90 Acres PEAK FLOW RATE = 96.51 cfs I I
TIME OF CONCENTRATION(MIN.)= 15.01 MEAN VALUES: Fp = 0.975 (in/hr); Ap 0.468; Fm 0.457 (in/hr)l I
ACCUMULATED SOURCE FLOW DATA: FLOW 65.00: AREA = 188.70
------------- ------- ------ ------ ---------------
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
M
77
L_j
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2002 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2002 License ID 1251
Analysis prepared by:
MADOLE & ASSOCIATES, INC.
10601 CHURCH STREET SUITE 107
RANCHO CUCAMONGA CA 91730
909.948.1311 FAX.948.8464
DESCRIPTION OF STUDY
PARK SD LATERAL HYDROLOGY FOR NORTH SIDE (FONTANA)
Q100 -YEAR STUDY 2/20/05
JN 126-2017 wli parkm.dat
FILE NAME: P:\126-2017\Drainage\PARKM.DAT--7 -----------
TIME/DATE OF STUDY: 11:37 02/21/2005
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
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 11.00 TO NODE 11.00 IS CODE 22
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<<
an
M
USER SPECIFIED STORM EVENT(YEAR) 100-00
SPECIFIED MINIMUM PIPE SIZE(INCH) 24.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE
= 0.95
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) =
0.6000
aw
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5600
*ANTECEDENT MOISTURE CONDITION (AMC) II 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)
00
1 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0300 0.110
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 11.00 TO NODE 11.00 IS CODE 22
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<<
an
M
m
so
USER SPECIFIED Tc(MIN.) 13.800
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.768
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.50 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) 4.95
TOTAL AREA(ACRES) 1.50 PEAK FLOW RATE(CFS) 4.95
FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 16
----------------------------------------------------------------------------
>>>>>USER SPECIFIED CONSTANT SOURCE FLOW AT NODE<<<<<
USER-SPECIFIED CONSTANT SOURCE FLOW 65.00(CFS)
was USER-SPECIFIED AREA ASSOCIATED TO SOURCE FLOW = 188.70(ACRES)
* CUMULATIVE SOURCE FLOW DATA: FLOW(CFS) = 65.00 AREA(AC.) 188.70
* SUMMED DATA: FLOW(CFS) = 69.95 TOTAL AREA(ACRES) = 190.20
FLOW PROCESS FROM NODE 11.00 TO NODE 21.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1603.00 DOWNSTREAM(FEET) = 1602.27
FLOW LENGTH(FEET) = 154.60 MANNING'S N = 0.013
ASSUME FULL -FLOWING PIPELINE
PIPE -FLOW VELOCITY(FEET/SEC.) 7.27
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA)
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 69.95
PIPE TRAVEL TIME(MIN.) = 0.35 Tc(MIN.) = 14.15
aw * TOTAL SOURCE FLOW(CFS) 65.00
LONGEST FLOWPATH FROM NODE 11.00 TO NODE 21.00 154.60 FEET.
FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.15
40 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.711
SUBAREA LOSS RATE DATA(AMC II):
do DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
40 COMMERCIAL A 2.00 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) = 2.00 SUBAREA RUNOFF(CFS) 6.50
EFFECTIVE AREA(ACRES) 3.50 AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.10
TOTAL AREA(ACRES) 3.50 PEAK FLOW RATE(CFS) 11.38
c:J
* SOURCE FLOW DATA: FLOW(CFS) 65.00 AREA(ACRES) = 188.70
* SUMMED DATA: FLOW(CFS) 76.38 TOTAL AREA(ACRES) = 192.20
FLOW PROCESS FROM NODE 21.00 TO NODE 31.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1602.27 DOWNSTREAM(FEET) 1600.24
FLOW LENGTH(FEET) = 223.40 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 28.9 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 10.84
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 76.38
PIPE TRAVEL TIME(MIN.) = 0.34 Tc(MIN.) = 14.50
* TOTAL SOURCE FLOW(CFS) 65.00
LONGEST FLOWPATH FROM NODE 11.00 TO NODE 31.00 378.00 FEET.
FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.50
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.658
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.90 0.98 0.10 32
PUBLIC PARK A 0.80 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.45
SUBAREA AREA(ACRES) = 1.70 SUBAREA RUNOFF(CFS) 4.92
EFFECTIVE AREA(ACRES) 5.20 AREA -AVERAGED Fm(INCH/HR) = 0.21
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.22
TOTAL AREA(ACRES) = 5.20 PEAK FLOW RATE(CFS) = 16.14
* SOURCE FLOW DATA: FLOW(CFS) 65.00 AREA(ACRES) = 188.70
* SUMMED DATA: FLOW(CFS) 81.14 TOTAL AREA(ACRES) = 193.90
ow
on FLOW PROCESS FROM NODE 31.00 TO NODE 35.00 IS CODE = 41
----------------------------------------------------------------------------
la >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1600.24 DOWNSTREAM(FEET) 1598.60
FLOW LENGTH(FEET) = 166.20 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 29.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 11.33
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES
PIPE-FLOWICFS) = 11,14
PIPE TRAVEL TIME(MIN.) = 0.24 Tc(MIN.) = 14.74
* TOTAL SOURCE FLOW(CFS) 65.00
LONGEST FLOWPATH FROM NODE 11.00 TO NODE 35.00 544.20 FEET.
177
do
FLOW PROCESS FROM NODE 35.00 TO NODE 41.00 IS CODE = 41
----------------------------------------------------------------------------
om
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1598.60 DOWNSTREAM(FEET) 1595.80
FLOW LENGTH(FEET) = 88.10 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 20.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.83
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 81.14
PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 14.82
TOTAL SOURCE FLOW(CFS) 65.00
LONGEST FLOWPATH FROM NODE 11.00 TO NODE 41.00 632.30 FEET.
am FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 81
----------------------------------------------------------------------------
wo
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 14.82
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.609
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 1.30 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) = 1.30 SUBAREA RUNOFF(CFS) 4.11
EFFECTIVE AREA(ACRES) 6.50 AREA -AVERAGED Fm(INCH/HR) = 0.19
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.19
TOTAL AREA(ACRES) 6.50 PEAK FLOW RATE(CFS) 20.02
* SOURCE FLOW DATA: FLOW(CFS) 65.00 AREA(ACRES) = 188.70
* SUMMED DATA: FLOW(CFS) 85.02 TOTAL AREA(ACRES) = 195.20
FLOW PROCESS FROM NODE 41.00 TO NODE 45.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
is ELEVATION DATA: UPSTREAM(FEET) = 1595.80 DOWNSTREAM(FEET) 1591.70
FLOW LENGTH(FEET) = 130.20 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 20.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.98
dig GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES
PIPE-FLOW(CFS) = 85.02
PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 14.95
* TOTAL SOURCE FLOW(CFS) = 65.00
LONGEST FLOWPATH FROM NODE 11.00 TO NODE 45.00 762.50 FEET.
FLOW PROCESS FROM NODE 45.00 TO NODE 51.00 IS CODE = 41
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1591.70 DOWNSTREAM(FEET) 1591.20
FLOW LENGTH(FEET) = 46.60 MANNING'S N = 0.013
DEPTH OF FLOW IN 42.0 INCH PIPE IS 29.4 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 11.82
GIVEN PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 85.02
PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 15.01
TOTAL SOURCE FLOW(CFS) = 65.00
LONGEST FLOWPATH FROM NODE 11.00 TO NODE 51.00 809.10 FEET.
FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
END OF RATIONAL METHOD ANALYSIS
MAINLINE Tc(MIN) = 15.01
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.582
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
m
PUBLIC PARK A 4.70 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 4.70 SUBAREA RUNOFF(CFS) 11.65
EFFECTIVE AREA(ACRES) 11.20 AREA -AVERAGED Fm(INCH/HR) = 0.46
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.47
TOTAL AREA(ACRES) 11.20 PEAK FLOW RATE(CFS) 31.51
* SOURCE FLOW DATA: FLOW(CFS) 65.00 AREA(ACRES) = 188.70
* SUMMED DATA: FLOW(CFS) 96.51 TOTAL AREA(ACRES) = 199.90
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) 11.20 TC(MIN.) 15.01
EFFECTIVE AREA(ACRES) 11.20 AREA -AVERAGED FM(INCH/HR)= 0.46
AREA -AVERAGED Fp(INCH/HR) 0.98 AREA -AVERAGED Ap = 0.47
PEAK FLOW RATE(CFS) 31.51
* CUMULATIVE SOURCE FLOW DATA: FLOW(CFS) 65.00 AREA(AC.) 188.70
* SUMMED DATA: FLOW(CFS) 96.51 TOTAL AREA(ACRES) 199.90
END OF RATIONAL METHOD ANALYSIS
F
SECTION H
STORM DRAIN HYDRAULICS
I
U,
100 PARK STORM DR
LM "M"
FILE: P:\126-2017\Drainage\lnm.WSW
W S P
G W CIVILDESIGN
Version
14.01
PAGE
1
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:11:54:
5
CITRUS HEIGHTS
-NORTH -PARK
BASIN
(02/20/05)
PARK STORM DRAIN LINE
M FROM SUMMIT AVE. S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN
Invert
Depth
I Water I
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station I
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
DpthIFroude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType
Ch
1007.070
1590.310
2.643
1592.953
96.50
12.38
2.38
1595.33
.00
3.03
3.01
3.500
.000
.00
1
.0
33.870
.0100
.0111
.38
2.64
1.36
2.74
.013
.00
.00
PIPE
1040.940
1590.650
2.604
1593.254
96.50
12.57
2.45
1595.71
.00
3.03
3.06
3.500
.000
.00
1
.0
24.640
.0097
.0115
.28
2.60
1.40
2.78
.013
.00
.00
PIPE
1065.580
1590.890
2.561
1593.451
96.50
12.79
2.54
1595.99
.18
3.03
3.10
3.500
.000
.00
1
.0
21.420
.0103
.0119
.26
2.74
1.45
2.71
.013
.00
.00
PIPE
k087.000
1591.110
2.530
1593.640
96.50
12.96
2.61
1596.25
.00
3.03
3.13
3.500
.000
.00
1
.0
JUNCT STR
.0100
.0226
.14
2.71
1.48
.015
.00
.00
PIPE
1093.000
1591.170
1.897
1593.068
85.00
15.96
3.96
1597.02
.31
2.87
3.49
3.500
.000
.00
1
.0
18.564
.0099
.0229
.43
2.20
2.28
2.47
.013
.00
.00
PIPE
1111.564
1591.354
1.843
1593.197
85.00
16.55
4.25
1597.45
.33
2.87
3.50
3.500
.000
.00
1
.0
22.746
.0099
.0256
.58
2.17
2.41
2.47
.013
.00
.00
PIPE
1134.310
1591.580
1.775
1593.355
85.00
17.36
4.68
1598.03
.00
2.87
3.50
3.500
.000
.00
1
.0
5.500
.0309
.0364
.20
1.77
2.59
1.86
.015
.00
.00
PIPE
1139.810
1591.750
1.769
1593.519
85.00
17.43
4.72
1598.23
.00
2.87
3.50
3.500
.000
.00
1
.0
25.566
.0320
.0269
.69
1.77
2.60
1.69
.013
.00
.00
PIPE
1165.376
1592.569
1.792
1594.361
85.00
17.14
4.56
1598.92
.00
2.87
3.50
3.500
.000
.00
1
.0
47.690
.0320
.0248
1.18
1.79
2.54
1.69
.013
.00
.00
PIPE
a a a
I a
i a
I a I
a I
t I
I I
t I
I I
I I
I I
I I
I I
I
I I
I
FILE: P:\126-2017\Drainage\lnm.WSW
W S P
G W - CIVILDESIGN
Version
14.01
PAGE
2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:11:54:
5
CITRUS
HEIGHTS -NORTH -PARK
BASIN
(02/20/05)
PARK
STORM DRAIN LINE M
FROM SUMMIT AVE.
S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN
Invert I
Depth I
Water I
Q
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
Dpth[Froude
NINorm
Dp
I "N" I
X-Fallj
ZR
IType
Ch
1213.066
1594.095
1.861
1595.957
85.00
16.34
4.15
1600.10
.00
2.87
3.49
3.500
.000
.00
1
.0
29.878
.0320
.0218
.65
1.86
2.36
1.69
.013
.00
.00
PIPE
1242.945
1595.052
1.934
1596.986
85.00
15.58
3.77
1600.76
.00
2.87
3.48
3.500
.000
.00
1
.0
20.865
.0320
.0193
.40
1.93
2.19
1.69
.013
.00
.00
PIPE
1263.810
1595.720
2.011
1597.731
85.00
14.86
3.43
1601.16
.00
2.87
3.46
3.500
.000
.00
1
.0
JUNCT STR
.0317
.0266
.16
2.01
2.04
.015
.00
.00
PIPE
1269.810
1595.910
1.843
1597.754
81.10
15.79
3.87
1601.62
.00
2.81
3.50
3.500
.000
.00
1
.0
21.050
.0318
.0208
.44
1.84
2.29
1.65
.013
.00
.00
PIPE
1290.860
1596.580
1.902
1598.482
81.10
15.18
3.58
1602.06
.55
2.81
3.49
3.500
.000
.00
1
.0
.573
.0321
.0197
.01
2.46
2.16
1.65
.013
.00
.00
PIPE
1291.433
1596.598
1.904
1598.502
81.10
15.16
3.57
1602.07
.55
2.81
3.49
3.500
.000
.00
1
.0
18.333
.0321
.0185
.34
2.46
2.16
1.65
.013
.00
.00
PIPE
1309.766
1597.186
1.979
1599.165
81.10
14.45
3.24
1602.41
.50
2.81
3.47
3.500
.000
.00
1
.0
13.700
.0321
.0163
.22
2.48
2.00
1.65
.013
.00
.00
PIPE
1323.466
1597.626
2.058
1599.684
81.10
13.78
2.95
1602.63
.45
2.81
3.45
3.500
.000
.00
1
.0
10.434
.0321
.0144
.15
2.51
1.86
1.65
.013
.00
.00
PIPE
1333.900
1597.960
2.142
1600.103
81.10
13.14
2.68
1602.78
.41
2.81
3.41
3.500
.000
.00
1
.0
8.020
.0321
.0128
.10
2.55
1.72
1.65
.013
.00
.00
PIPE
a I a I a
I a
A a I
I I
I I
t I
I I
I I
I I
I I
I I
I I
I I
I
I
FILE: P:\126-2017\Drainage\lnm.WSW
W S P
G W - CIVILDESIGN Version
14.01
PAGE
3
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:11:54:
5
CITRUS HEIGHTS
-NORTH -PARK
BASIN
(02/20/05)
PARK STORM DRAIN LINE M
FROM SUMMIT AVE. S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN
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
1341.920
1598.218
2.231
1600.449
81.10
12.53
2.44
1602.89
.36
2.81
3.37
3.500
.000
.00
1
.0
6.153
.0321
.0113
.07
2.60
1.59
1.65
.013
.00
.00
PIPE
1348.073
1598.415
2.325
1600.740
81.10
11.95
2.22
1602.96
.33
2.81
3.31
3.500
.000
.00
1
.0
4.517
.0321
.0101
.05
2.65
1.47
1.65
.013
.00
.00
PIPE
1352.590
1598.560
2.427
1600.987
81.10
11.39
2.01
1603.00
.00
2.81
3.23
3.500
.000
.00
1
.0
5.500
.0091
.0128
.07
2.43
1.35
2.80
.015
.00
.00
PIPE
1358.090
1598.610
2.403
1601.013
81.10
11.52
2.06
1603.07
.05
2.81
3.25
3.500
.000
.00
1
.0
75.740
.0100
.0095
.72
2.45
1.38
2.38
.013
.00
.00
PIPE
1433.830
1599.367
2.444
1601.811
81.10
11.30
1.98
1603.79
.04
2.81
3.21
3.500
.000
.00
1
.0
58.775
.0100
.0088
.52
2.49
1.33
2.38
.013
.00
.00
PIPE
1492.605
1599.955
2.555
1602.510
81.10
10.77
1.80
1604.31
.04
2.81
3.11
3.500
.000
.00
1
.0
20.412
.0100
.0079
.16
2.59
1.22
2.38
.013
.00
.00
PIPE
1513.016
1600.159
2.676
1602.835
81.10
10.27
1.64
1604.47
.03
2.81
2.97
3.500
.000
.00
1
.0
5.074
.0100
.0071
.04
2.71
1.11
2.38
.013
.00
.00
PIPE
1518.090
1600.210
2.811
1603.021
81.10
9.79
1.49
1604.51
.00
2.81
2.78
3.500
.000
.00
1
.0
JUNCT STR
.0100
.0079
.05
2.84
1.00
.015
.00
.00
PIPE
1524.090
1600.270
3.421
1603.691
76.40
7.99
.99
1604.68
.01
2.73
1.04
3.500
.000
.00
1
.0
29.604
.0100
.0051
.15
3.43
.46
2.28
.013
.00
.00
PIPE
B A a I a
j B
I 1B I
I I
I I
t I
I I
f I
I I
I I
f I
I I
I I
I
I
FILE: P:\126-2017\Drainage\lnm.WSW
W S P
G W -
CIVILDESIGN
Version
14.01
PAGE
4
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:11:54:
5
CITRUS HEIGHTS
-NORTH -PARK
BASIN
(02/20/05)
PARK STORM DRAIN
LINE M
FROM
SUMMIT AVE.
S.D. TO
PARK BASIN
LINE M CONNECTION
TO
INTERRIM
BASIN
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
1553.693
1600.566
3.202
1603.768
76.40
8.28
1.06
1604.83
.01
2.73
1.95
3.500
.000
.00
1
.0
HYDRAULIC
JUMP
1553.693
1600.566
2.315
1602.882
76.40
11.31
1.99
1604.87
.05
2.73
3.31
3.500
.000
.00
1
.0
84.033
.0100
.0092
.77
2.36
1.40
2.28
.013
.00
.00
PIPE
1637.727
1601.407
2.386
1603.793
76.40
10.94
1.86
1605.65
.04
2.73
3.26
3.500
.000
.00
1
.0
38.005
.0100
.0083
.32
2.43
1.32
2.28
.013
.00
.00
PIPE
1675.731
1601.787
2.492
1604.279
76.40
10.43
1.69
1605.97
.04
2.73
3.17
3.500
.000
.00
1
.0
15.513
.0100
.0075
.12
2.53
1.21
2.28
.013
.00
.00
PIPE
1691.245
1601.942
2.606
1604.548
76.40
9.94
1.53
1606.08
.03
2.73
3.05
3.500
.000
.00
1
.0
3.805
.0100
.0067
.03
2.64
1.10
2.28
.013
.00
.00
PIPE
1695.050
1601.980
2.734
1604.714
76.40
9.47
1.39
1606.11
.09
2.73
2.89
3.500
.000
.00
1
.0
12.580
.0049
.0060
.08
2.82
1.00
3.50
.013
.00
.00
PIPE
1707.630
1602.042
2.875
1604.917
76.40
9.03
1.27
1606.18
.08
2.73
2.68
3.500
.000
.00
1
.0
34.370
.0049
.0056
.19
2.95
.90
3.50
.013
.00
.00
PIPE
1742.000
1602.210
2.969
1605.179
76.40
8.78
1.20
1606.38
.00
2.73
2.51
3.500
.000
.00
1
.0
5.500
.0036
.0072
.04
2.97
.83
3.50
.015
.00
.00
PIPE
1747.500
1602.230
3.026
1605.256
76.40
8.64
1.16
1606.42
.00
2.73
2.39
3.500
.000
.00
1
.0
4.000
.0050
.0053
.02
3.03
.79
3.22
.013
.00
.00
PIPE
a I a a a j a I a i If j I I I I I I I I I I I ) I I I I a I I I a I a i
FILE: P:\126-2017\Drainage\lnm.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 5
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 2-21-2005 Time:11:54: 5
CITRUS HEIGHTS -NORTH -PARK BASIN (02/20/05)
PARK STORM DRAIN LINE M FROM SUMMIT AVE. S.D. TO PARK BASIN
LINE M CONNECTION TO INTERRIM BASIN
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 'IN" I X-Fallj ZR IType Ch
1751.500 1602.250 3.030 1605.280 76.40 8.63 1.16 1606.44 .00 2.73 2.39 3.500 .000 .00 1 .0
JUNCT STR .0083 .0066 .04 3.03 .79 .015 .00 .00 PIPE
1757.500 1602.300 3.493 1605.793 70.00 7.28 .82 1606.62 .00 2.62 .31 3.500 .000 .00 1 .0
148.590 .0046 .0047 .69 3.49 .23 2.94 .013 .00 .00 PIPE
1906.090 1602.990 3.493 1606.483 70.00 7.28 .82 1607.31 .00 2.62 .31 3.500 .000 .00 1 .0
JUNCT STR .0050 .0059 .04 3.49 .23 .015 .00 .00 PIPE
1912.090 1603.020 3.707 1606.727 65.00 6.76 .71 1607.44 .00 2.53 .00 3.500 .000 .00 1 .0
10.000 .0050 .0042 .04 3.71 .00 2.63 .013 .00 .00 PIPE
1922.090 1603.070 3.699 1606.769 65.00 6.76 .71 1607.48 .00 2.53 .00 3.500 .000 .00 1 .0
50.030 .0048 .0042 .21 .00 .00 2.68 .013 .00 .00 PIPE
1972.120 1603.310 3.787 1607.097 65.00 6.76 .71 1607.81 .00 2.53 .00 3.500 .000 .00 1 .0
TRANS STR .0963 .0083 .05 3.79 .00 .015 .00 .00 PIPE
1977.620 1603.840 2.702 1606.542 65.00 9.70 1.46 1608.00 .00 2.59 1.79 3.000 .000 .00 1 .0
27.754 .0048 .0084 .23 2.70 .88 3.00 .013 .00 .00 PIPE
2005.374 1603.972 2.936 1606.908 65.00 9.24 1.33 1608.24 .00 2.59 .87 3.000 .000 .00 1 .0
12.531 .0048 .0088 .11 2.94 .57 3.00 .013 .00 .00 PIPE
2017.905 1604.032 3.000 1607.032 65.00 9.20 1.31 1608.34 .00 2.59 .00 3.000 .000 .00 1 .0
98.215 .0048 .0093 .91 3.00 .00 3.00 .013 .00 .00 PIPE
a i a a a A a A a I I I f I I I I I I I I I I I I I I I t I I I
FILE: P:\126-2017\Drainage\lnm.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 6
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 2-21-2005 Time:11:54: 5
CITRUS HEIGHTS -NORTH -PARK BASIN (02/20/05)
PARK STORM DRAIN LINE M FROM SUMMIT AVE. S.D. TO PARK BASIN
LINE M CONNECTION TO INTERRIM BASIN
I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/[Base 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
2116.120 1604.500 3.465 1607.965 65.00 9.20 1.31 1609.28 .00 2.59 .00 3.000 .000 .00 1 .0
WALL ENTRANCE
I
2116.120 1604.500 4.756 1609.255 65.00 3.91 .24 1609.49 .00 2.20 3.50 6.500 3.500 .00 0 .0
-I- -I- -I- --Iju -I- I- -I- -I- -I- I- -I- -I- -I- I-
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FILE: P:\126-2017\Drainage\lnm.WSW
W S P G
W EDIT LISTING - Version 14.01
Date:
2-21-2005
Time:11:54: I
WATER SURFACE
PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE
ZL ZR INV Y(I)
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
1 2.500
CD
2
4
1 3.500
CD
3
4
1 3.000
CD
4
4
1 2.000
CD
5
3
0 .000 6.500 3.500
.000 .000 .00
W S P G W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE CARD LISTING
HEADING LINE
NO
1 IS
-
CITRUS HEIGHTS -NORTH -PARK
BASIN (02/20/05)
HEADING LINE
NO
2 IS
-
PARK STORM DRAIN LINE
M FROM SUMMIT AVE. S.D.
TO PARK BASIN
HEADING LINE
No
3 IS
-
LINE M CONNECTION TO
INTERRIM BASIN
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
1007.070 1590.310
2
1593.000
ELEMENT
NO
2
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1040.940 1590.650
2 .013
.000
.000
.000
0
ELEMENT
NO
3
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1065.580 1590.890
2 .013
.000
.000
.000
0
ELEMENT
NO
4
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1087.000 1591.110
2 .013
90.003
-13.636
.000
0
ELEMENT
NO
5
IS A
JUNCTION
U/S DATA STATION INVERT
SECT LAT -1 LAT -2 N
Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1093.000 1591.170
2 4 0 .015
11.500 .000
1591.610
.000 30.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
6
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1134.310 1591.580
2 .013
89.999
-26.299
.000
0
ELEMENT
NO
7
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1139.810 1591.750
2 .015
.000
.000
.000
1
ELEMENT
NO
8
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1263.810 1595.720
2 .013
.000
.000
.000
0
ELEMENT
NO
9
IS A
JUNCTION
U/S DATA STATION INVERT
SECT LAT -1 LAT -2 N
Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1269.810 1595.910
2 4 0 .015
3.900 .000
1596.700
.000 -45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
10
IS A
REACH
U/S DATA STATION INVERT
SECT N
RADIUS
ANGLE
ANG PT
MAN H
1290.860 1596.580
2 .013
.000
.000
.000
0
W S P G W
PAGE NO
3
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT
NO
11
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1352.590
1598.560
2
.013
45.000
78.597
.000
0
ELEMENT
NO
12
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1358.090
1598.610
2
.015
.000
.000
.000
1
ELEMENT
NO
13
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1518.090
1600.210
2
.013
290.004
-31.611
.000
0
ELEMENT
NO
14
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1524.090
1600.270
2 4 0
.015
4.700
.000 1601.210
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
15
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1695.050
1601.980
2
.013
289.999
-33.777
.000
0
ELEMENT
NO
16
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1742.000
1602.210
2
.013
45.000
-59.779
.000
0
ELEMENT
NO
17
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1747.500
1602.230
2
.015
.000
.000
.000
1
ELEMENT
NO
18
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1751.500
1602.250
2
.013
.000
.000
.000
0
ELEMENT
NO
19
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
1757.500
1602.300
2 4 0
.015
6.400
.000 1603.250
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
20
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1906.090
1602.990
2
.013
.000
.000
.000
0
W S P G W
PAGE NO
4
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
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
1912.090
1603.020
2 4 0
.015
5.000
.000 1604.000
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
22
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1922.090
1603.070
2
.013
.000
.000
.000
0
ELEMENT
NO
23
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1972.120
1603.310
2
.013
45.000
63.700
.000
0
ELEMENT
NO
24
IS
A TRANSITION
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
1977.620
1603.840
3
.015
.000
.000
ELEMENT
NO
25
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2116.120
1604.500
3
.013
.000
.000
.000
0
ELEMENT
NO
26
IS
A WALL ENTRANCE
U/S DATA
STATION
INVERT
SECT
FP
2116.120
1604.500
5
.200
ELEMENT
NO
27
IS
A SYSTEM HgADWORKS
U/S DATA
STATION
INVERT
SECT
W S ELEV
a i a I a I a I a I a I I I I I I I I I I I I I I I I I a I a I a I a I a I
2116.120 1604.500 5 1609.000
I I a I a I a I a I a I I I I I I I t I I I I I a I I i I I I I I I I i a I
Tl CITRUS HEIGHTS -NORTH -PARK BASIN (02/20/05)
T2 PARK STORM DRAIN LINE M FROM SUMMIT AVE. S.D. TO PARK BASIN
T3 LINE M CONNECTION TO INTERRIM BASIN
so
1007.0701590.310
2
1593.000
R
1040.9401590.650
2
.013
.000
.000
0
R
1065.5801590.890
2
.013
.000
.000
0
R
1087.0001591.110
2
.013
-13.636
.000
0
ix
1093.0001591.170
2
4
.015
11.500
1591.610
30.0
.000
R
1134.3101591.580
2
.013
-26.299
.000
0
R
1139.8101591.750
2
.015
.000
.000
1
R
1263.8101595.720
2
.013
.000
.000
0
ix
1269.8101595.910
2
4
.015
3.900
1596.700
-45.0
.000
R
1290.8601596.580
2
.013
.000
.000
0
R
1352.5901598.560
2
.013
78.597
.000
0
R
1358.0901598.610
2
.015
.000
.000
1
R
1518.0901600.210
2
.013
-31.611
.000
0
ix
1524.0901600.270
2
4
.015
4.700
1601.210
-45.0
.000
R
1695.0501601.980
2
.013
-33.777
.000
0
R
1742.0001602.210
2
.013
-59.779
.000
0
R
1747.5001602.230
2
.015
.000
.000
1
R
1751.5001602.250
2
.013
.000
.000
0
ix
1757.5001602.300
2
4
.015
6.400
1603.250
-45.0
.000
R
1906.0901602.990
2
.013
.000
.000
0
ix
1912.0901603.020
2
4
.015
5.000
1604.000
-45.0
.000
R
1922.0901603.070
2
.013
.000
.000
0
R
1972.1201603.310
2
.013
63.700
.000
0
TS
1977.6201603.840
3
.015
.000
.000
1
R
2116.1201604.500
3
.013
.000
.000
0
WE
2116.1201604.500
5
.200
SH
2116.1201604.500
5
1609.000
CD
1 4 1 .000
2.500
.000 .000
.000
.00
CD
2 4 1 .000
3.500
.000 .000
.000
.00
CD
3 4 1 .000
3.000
.000 .000
.000
.00
CD
4 4 1 .000
2.000
.000 .000
.000
.00
CD
5 3 0 .000
6.500
3.500
.000
.000
.00
Q
65.000
.0
t- /V - FU-L.L--C>6-P-rt4
" 1vo Frev r4
j
it
A
I
PARK STORM DRAIN WHEN FLOW IS
6.5 -FEET IN THE BASIN
H
ow
MW
so
0,
No
0-
(M S HEIGHTS NORTH PARK SITE BASIN 126-1770
. Basin Geometry 11/16/2004
Depth
Volume --Fa-c-ft
Qout
ft
cf
I
cfs
0
-
0.0
0.0
1
24,140
0.6
2.8
2
50,443
1.2
14.7
3
78,994
1.8
22.6
4
109,877
2.5
28.2
5
143,175
3.31
32.8
6
178,974
36.9
7
217358
5.0
5.0�
40.5
4
8
258 410
5.9
43.9
9
302,215
6.9
47.0
10
348,857
8.0
49.9
11
398,420
9.1
-0.4
52.7
12
450,988
55.3
-57.8
13
506,646
T11.6
14
5651478
13.0
60.2
15
627,568
14.4
62.5
16
692,999
15.9
64.8
17
761,857
17.51
66.9
18 834,226
1 19.21
69.0.
PAl 26-1770\Drainage\BasinVolume.xls
A
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��lpv
11/17/2004
FILE: P:\126-2017\Drainage\pbsn2.WSW W S P
G W CIVILDESIGN
Version
14.01
PAGE
1
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:12:18:40
CITRUS HEIGHTS -NORTH -PARK
BASIN
(02/20/05)
PARK STORM DRAIN LINE M
FROM SUMMIT AVE. S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN ---
WITH 6.5
FEET OF
WATER IN
BASIN
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
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
1007.070
1590.310
2.174
1592.484 '70.50
11.22
1.96
1594.44
.00
2.63
3.40
3.500
.000
.00
1
.0
33.870
.0100
.0097
.33
2.17
1.45
2.16
.013
.00
.00
PIPE
1040.940
1590.650
2.183
1592.833 �0.50
11.17
1.94
1594.77
.00
2.63
3.39
3.500
.000
.00
1
.0
24.640
.0097
.0097
.24
2.18
1.44
2.18
.013
.00
.00
PIPE
1065.580
1590.890
2.185
1593.075 70.50
11.16
1.93
1595.01
.15
2.63
3.39
3.500
.000
.00
1
.0
21.420
.0103
.0096
.20
2.33
1.44
2.14
.013
.00
.00
PIPE
1087.000
1591.110
2.199
1593.309 70.50
11.08
1.91
1595.21
.00
2.63
3.38
3.500
.000
.00
1
.0
JUNCT STR
.0100
.0206
.12
2.34
1.42
.015
.00
.00
PIPE
1093.000
1591.170
1.540
1592.710 59.00
14.47
3.25
1595.96
.25
2.41
3.47
3.500
.000
.00
1
.0
1.990
.0099
.0216
.04
1.79
2.35
1.93
.013
.00
.00
PIPE
1094.990
1591.190
1.535
1592.725 59.00
14.53
3.28
1596.00
.25
2.41
3.47
3.500
.000
.00
1
.0
20.629
.0099
.0232
.48
1.79
2.37
1.93
.013
.00
.00
PIPE
1115.619
1591.395
1.481
1592.876 59.00
15.23
3.60
1596.48
.28
2.41
3.46
3.500
.000
.00
1
.0
18.691
.0099
.0264
.49
1.76
2.54
1.93
.013
.00
.00
PIPE
1134.310
1591.580
1.429
1593.009 59.00
15.98
3.96
1596.97
.00
2.41
3.44
3.500
.000
.00
1
.0
5.500
.0309
.0377
.21
1.43
2.72
1.51
.015
.00
.00
PIPE
1139.810
1591.750
1.423
1593.173 59.00
16.07
4.01
1597.18
.00
2.41
3.44
3.500
.000
.00
1
.0
39.704
.0320
.0275
1.09
1.42
2.74
1.38
.013
.00
.00
PIPE
FILE: P:\126-2017\Drainage\pbsn2.wsw
W S P
G W - CIVILDESIGN
Version
14.01
PAGE 2
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:12:18:40
CITRUS HEIGHTS -NORTH -PARK
BASIN
(02/20/05)
PARK STORM DRAIN LINE
M FROM SUMMIT AVE.
S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN ---
WITH 6.5
FEET OF
WATER IN
BASIN
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super ICriticalIFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
(FT)
Elev
(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
SF Avel
HF ISE
DpthIFroude
NINorm
Dp,
I "N" I
X-FallI
ZR
IType Ch
1179.514
1593.021
1.451
1594.472
59.00
15.64
3.80
1598.27
.00
2.41
3.45
3.500
.000
.00
1 .0
41.000
.0320
.0249
1.02
1.45
2.64
1.38
.013
.00
.00
PIPE
1220.514
1594.334
1.505
1595.839
59.00
14.91
3.45
1599.29
.00
2.41
3.47
3.500
.000
.00
1 .0
25.558
.0320
.0219
.56
1.51
2.46
1.38
.013
.00
.00
PIPE
1246.072
1595.152
1.560
1596.712
59.00
14.22
3.14
1599.85
.00
2.41
3.48
3.500
.000
.00
1 .0
17.738
.0320
.0192
.34
1.56
2.29
1.38
.013
.00
.00
PIPE
1263.810
1595.720
1.619
1597.339
59.00
13.56
2.85
1600.19
.00
2.41
3.49
3.500
.000
.00
1 .0
JUNCT STR
.0317
.0275
.16
1.62
2.14
.015
.00
.00
PIPE
1269.810
1595.910
1.450
1597.360
55.10
14.64
3.33
1600.69
.00
2.32
3.45
3.500
.000
.00
1 .0
21.050
.0318
.0221
.47
1.45
2.47
1.33
.013
.00
.00
PIPE
1290.860
1596.580
1.492
1598.072
55.10
14.08
3.08
1601.15
.47
2.32
3.46
3.500
.000
.00
1 .0
5.948
.0321
.0206
.12
1.97
2.33
1.33
.013
.00
.00
PIPE
1296.807
1596.771
1.508
1598.279
55.10
13.89
3.00
1601.28
.46
2.32
3.47
3.500
.000
.00
1 .0
16.561
.0321
.0189
.31
1.97
2.29
1.33
.013
.00
.00
PIPE
1313.368
1597.302
1.563
1598.865
55.10
13.24
2.72
1601.59
.42
2.32
3.48
3.500
.000
.00
1 .0
12.232
.0321
.0167
.20
1.98
2.13
1.33
.013
.00
.00
PIPE
1325.600
1597.694
1.622
1599.316
55.10
12.63
2.48
1601.79
.38
2.32
3.49
3.500
.000
.00
1 .0
9.418
.0321
.0147
.14
2.01
1.99
1.33
.013
.00
.00
PIPE
FILE: P:\126-2017\Drainage\pbsn2.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 3
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 2-21-2005 Time:12:18:40
CITRUS HEIGHTS -NORTH -PARK BASIN (02/20/05)
PARK STORM DRAIN LINE M FROM SUMMIT AVE. S.D. TO PARK BASIN
LINE M CONNECTION TO INTERRIM BASIN --- WITH 6.5 FEET OF WATER IN BASIN
Invert I Depth Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj ]No Wth
Station I Elev I (FT) 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 'IN" I X-Fallj ZR IType Ch
1335.018 1597.996 1.683 1599.680 55.10 12.04 2.25 1601.93 .35 2.32 3.50 3.500 .000 .00 1 .0
7.383 .0321 .0129 .10 2.03 1.86 1.33 .013 .00 .00 PIPE
1342.401 1598.233 1.746 1599.979 55.10 11.48 2.05 1602.03 .32 2.32 3.50 3.500 .000 .00 1 .0
5.744 .0321 .0113 .07 2.06 1.73 1.33 .013 .00 .00 PIPE
1348.144 1598.417 1.813 1600.231 55.10 10.95 1.86 1602.09 .29 2.32 3.50 3.500 .000 .00 1 .0
4.446 .0321 .0100 .04 2.10 1.61 1.33 .013 .00 .00 PIPE
1352.590 1598.560 1.884 1600.444 55.10 10.44 1.69 1602.14 .00 2.32 3.49 3.500 .000 .00 1 .0
5.500 .0091 .0127 .07 1.88 1.50 2.08 .015 .00 .00 PIPE
1358.090 1598.610 1.868 1600.478 55.10 10.55 1.73 1602.21 .04 2.32 3.49 3.500 .000 .00 1 .0
64.158 .0100 .0094 .60 1.91 1.52 1.85 .013 .00 .00 PIPE
1422.248 1599.251 1.901 1601.153 55.10 10.32 1.65 1602.81 .04 2.32 3.49 3.500 .000 .00 1 .0
52.379 .0100 .0086 .45 1.94 1.47 1.85 .013 .00 .00 PIPE
1474.627 1599.775 1.976 1601.751 55.10 9.84 1.50 1603.25 .04 2.32 3.47 3.500 .000 .00 1 .0
23.646 .0100 .0076 .18 2.01 1.36 1.85 .013 .00 .00 PIPE
1498.273 1600.012 2.055 1602.067 55.10 9.38 1.37 1603.43 .03 2.32 3.45 3.500 .000 .00 1 .0
12.141 .0100 .0067 .08 2.09 1.27 1.85 .013 .00 .00 PIPE
1510.414 1600.133 2.139 1602.272 55.10 8.94 1.24 1603.51 .03 2.32 3.41 3.500 .000 .00 1 .0
6.110 .0100 .0059 .04 2.17 1.17 1.85 .013 .00 .00 PIPE
a I
a a a
i a
I a
1 9 1
1 1
1 1
1 1
t I
I I
I I
t I
I I
I
I t
I
FILE: P:\126-2017\Drainage\pbsn2.WSW
W S P
G W - CIVILDESIGN
Version
14.01
PAGE
4
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:12:18:40
CITRUS HEIGHTS -NORTH -PARK
BASIN
(02/20/05)
PARK STORM DRAIN LINE M
FROM SUMMIT AVE.
S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN ---
WITH 6.5
FEET OF
WATER IN
BASIN
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.]
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
1516.524
1600.194
2.227
1602.421
55.10
8.53
1.13
1603.55
.03
2.32
3.37
3.500
.000
.00
1
.0
1.566
.0100
.0053
.01
2.25
1.08
1.85
.013
.00
.00
PIPE
1518.090
1600.210
2.323
1602.533
55.10
8.13
1.03
1603.56
.00
2.32
3.31
3.500
.000
.00
1
.0
JUNCT STR
.0100
.0050
.03
2.35
1.00
.015
.00
.00
PIPE
1524.090
1600.270
2.869
1603.139
50.40
5.97
.55
1603.69
.01
2.22
2.69
3.500
.000
.00
1
.0
9.697
.0100
.0026
.03
2.88
.59
1.75
.013
.00
.00
PIPE
1533.787
1600.367
2.752
1603.119
50.40
6.21
.60
1603.72
.01
2.22
2.87
3.500
.000
.00
1
.0
HYDRAULIC
JUMP
1533.787
1600.367
1.767
1602.134
50.40
10.35
1.66
1603.80
.04
2.22
3.50
3.500
.000
.00
1
.0
65.313
.0100
.0094
.61
1.81
1.55
1.75
.013
.00
.00
PIPE
1599.100
1601.020
1.801
1602.821
50.40
10.10
1.58
1604.40
.04
2.22
3.50
3.500
.000
.00
1
.0
51.172
.0100
.0086
.44
1.84
1.49
1.75
.013
.00
.00
PIPE
1650.272
1601.532
1.871
1603.403
50.40
9.63
1.44
1604.84
.03
2.22
3.49
3.500
.000
.00
1
.0
23.563
.0100
.0075
.18
1.91
1.39
1.75
.013
.00
.00
PIPE
1673.835
1601.768
1.944
1603.712
50.40
9.18
1.31
1605.02
.03
2.22
3.48
3.500
.000
.00
1
.0
12.265
.0100
.0067
.08
1.98
1.29
1.75
.013
.00
.00
PIPE
1686.099
1601.890
2.022
1603.912
50.40
8.75
1.19
1605.10
.03
2.22
3.46
3.500
.000
.00
1
.0
6.598
.0100
.0059
.04
2.05
1.20
1.75
.013
.00
.00
PIPE
FILE: P:\126-2017\Drainage\pbsn2.WSW
W S P
G W - CIVILDESIGN
Version
14.01
PAGE
5
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:12:18:40
CITRUS HEIGHTS -NORTH -PARK BASIN
(02/20/05)
PARK STORM DRAIN LINE
M FROM SUMMIT AVE.
S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN ---
WITH 6.5
FEET OF
WATER IN
BASIN
Invert
Depth
Water
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight/lBase
Wtj
INo Wth
Station
I Elev
(FT)
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
DpthlFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
1692.697
1601.956
2.103
1604.060
50.40
8.34
1.08
1605.14
.03
2.22
3.43
3.500
.000
.00
1
.0
2.353
.0100
.0052
.01
2.13
1.11
1.75
.013
.00
.00
PIPE
1695.050
1601.980
2.190
1604.170
50.40
7.96
.98
1605.15
.15
2.22
3.39
3.500
.000
.00
1
.0
38.804
.0049
.0049
.19
2.34
1.03
2.19
.013
.00
.00
PIPE
1733.854
1602.170
2.190
1604.360
50.40
7.96
.98
1605.34
.15
2.22
3.39
3.500
.000
.00
1
.0
8.146
.0049
.0048
.04
2.34
1.03
2.19
.013
.00
.00
PIPE
1742.000
1602.210
2.219
1604.429
50.40
7.84
.95
1605.38
.00
2.22
3.37
3.500
.000
.00
1
.0
2.813
.0036
.0059
.02
2.22
1.00
2.75
.015
.00
.00
PIPE
1744.813
1602.220
2.312
1604.532
50.40
7.47
.87
1605.40
.00
2.22
3.31
3.500
.000
.00
1
.0
2.687
.0036
.0055
.01
2.31
.92
2.75
.015
.00
.00
PIPE
1747.500
1602.230
2.342
1604.572
50.40
7.37
.84
1605.41
.00
2.22
3.29
3.500
.000
.00
1
.0
4.000
.0050
.0041
.02
2.34
.90
2.17
.013
.00
.00
PIPE
1751.500
1602.250
2.321
1604.571
50.40
7.44
.86
1605.43
.00
2.22
3.31
3.500
.000
.00
1
.0
JUNCT STR
.0083
.0041
.02
2.32
.92
.015
.00
.00
PIPE
1757.500
1602.300
2.840
1605.140
44.00
5.26
.43
1605.57
.00
2.07
2.74
3.500
.000
.00
1
.0
36.324
.0046
.0021
.07
2.84
.53
2.04
.013
.00
.00
PIPE
1793.824
1602.469
2.703
1605.172
44.00
5.52
.47
1605.64
.00
2.07
2.94
3.500
.000
.00
1
.0
32.382
.0046
.0023
.07
2.70
.59
2.04
.013
.00
.00
PIPE
FILE: P:\126-2017\Drainage\pbsn2.WSW
W S P
G W CIVILDESIGN
Version
14.01
PAGE
6
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 2-21-2005
Time:12:18:40
CITRUS HEIGHTS -NORTH -PARK
BASIN
(02/20/05)
PARK STORM DRAIN LINE M
FROM SUMMIT AVE.
S.D. TO
PARK BASIN
LINE M CONNECTION TO
INTERRIM BASIN ---
WITH 6.5
FEET OF
WATER IN BASIN
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-Fallj
ZR
IType
Ch
1826.206
1602.619
2.579
1605.198
44.00
5.79
.52
1605.72
.00
2.07
3.08
3.500
.000
.00
1
.0
28.483
.0046
.0025
.07
2.58
.65
2.04
.013
.00
.00
PIPE
1854.690
1602.751
2.467
1605.218
44.00
6.07
.57
1605.79
.00
2.07
3.19
3.500
.000
.00
1
.0
25.982
.0046
.0028
.07
2.47
.71
2.04
.013
.00
.00
PIPE
1880.671
1602.872
2.363
1605.235
44.00
6.37
.63
1605.86
.00
2.07
3.28
3.500
.000
.00
1
.0
24.180
.0046
.0032
.08
2.36
.77
2.04
.013
.00
.00
PIPE
1904.851
1602.984
2.265
1605.249
44.00
6.68
.69
1605.94
.00
2.07
3.34
3.500
.000
.00
1
.0
1.239
.0046
.0034
.00
2.27
.84
2.04
.013
.00
.00
PIPE
1906.090
1602.990
2.260
1605.250
44.00
6.70
.70
1605.95
.00
2.07
3.35
3.500
.000
.00
1
.0
JUNCT STR
.0050
.0034
.02
2.26
.84
.015
.00
.00
PIPE
1912.090
1603.020
2.652
1605.672
39.00
4.99
.39
1606.06
.00
1.94
3.00
3.500
.000
.00
1
.0
10.000
.0050
.0018
.02
2.65
.54
1.85
.013
.00
.00
PIPE
1922.090
1603.070
2.607
1605.677
39.00
5.08
.40
1606.08
.05
1.94
3.05
3.500
.000
.00
1
.0
20.619
.0048
.0019
.04
2.66
.56
1.87
.013
.00
.00
PIPE
1942.708
1603.169
2.518
1605.687
39.00
5.26
.43
1606.12
.06
1.94
3.15
3.500
.000
.00
1
.0
HYDRAULIC
JUMP
1942.708
1603.169
1.476
1604.645
39.00
10.11
1.59
1606.23
.24
1.94
3.46
3.500
.000
.00
1
.0
14.616
.0048
.0117
.17
1.72
1.69
1.87
.013
.00
.00
PIPE
I I I I a I a I a I a I a I I I I I I I I I I I f I I I f I f I I 1 9 1 a I
FILE: P:\126-2017\Drainage\pbsn2.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 7
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 2-21-2005 Time:12:18:40
CITRUS HEIGHTS -NORTH -PARK BASIN (02/20/05)
PARK STORM DRAIN LINE M FROM SUMMIT AVE. S.D. TO PARK BASIN
LINE M CONNECTION TO INTERRIM BASIN --- WITH 6.5 FEET OF WATER IN BASIN
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 [Ch Slope SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch
1957.325 1603.239 1.423 1604.662 39.00 10.61 1.75 1606.41 .27 1.94 3.44 3.500 .000 .00 1 .0
14.795 .0048 .0133 .20 1.69 1.81 1.87 .013 .00 .00 PIPE
1972.120 1603.310 1.374 1604.684 39.00 11.13 1.92 1606.61 .00 1.94 3.42 3.500 .000 .00 1 .0
TRANS STR .0963 .0130 .07 1.37 1.94 .015 .00 .00 PIPE
1977.620 1603.840 2.033 1605.873 39.00 7.65 .91 1606.78 .00 2.03 2.80 3.000 .000 .00 1 .0
25.198 .0048 .0050 .13 2.03 1.00 2.12 .013 .00 .00 PIPE
2002.818 1603.960 2.119 1606.079 39.00 7.31 .83 1606.91 .00 2.03 2.73 3.000 .000 .00 1 .0
113.302 .0048 .0047 .54 2.12 .92 2.12 .013 .00 .00 PIPE
2116.120 1604.500 2.119 1606.619 39.00 7.31 .83 1607.45 .00 2.03 2.73 3.000 .000 .00 1 .0
WALL ENTRANCE
2116.120 1604.500 3.044 1607.544 39.00 3.66 .21 1607.75 .00 1.57 3.50 6.500 3.500 .00 0 .0
E --f2- 4-T,
z, -r C,
FILE: P:\126-2017\Drainage\pbsn2.WSW
W S P G
W EDIT LISTING - Version
14.01
Date:
2-21-2005
Time:12:18:35
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(B)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD
1
4
1
2.500
CD
2
4
1
3.500
CD
3
4
1
3.000
CD
4
4
1
2.000
CD
5
3
0 .000 6.500 3.500
.000 .000 .00
W S P G
W
PAGE NO
1
WATER SURFACE PROFILE -
TITLE CARD
LISTING
HEADING LINE
NO
1 IS
-
CITRUS HEIGHTS -NORTH -PARK
BASIN
(02/20/05)
HEADING LINE
NO
2 IS
-
PARK STORM DRAIN LINE M FROM SUMMIT AVE. S.D.
TO PARK BASIN
HEADING LINE
No
3 IS
-
LINE M CONNECTION TO
INTERRIM BASIN --- WITH 6.5
FEET OF WATER IN
BASIN
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
1007.070 1590.310
2
1593.000
ELEMENT
NO
2
IS A
REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1040.940 1590.650
2
.013
.000
.000
.000
0
ELEMENT
NO
3
IS A
REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1065.580 1590.890
2
.013
.000
.000
.000
0
ELEMENT
NO
4
IS A
REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1087.000 1591.110
2
.013
90.003
-13.636
.000
0
ELEMENT
NO
5
IS A
JUNCTION
U/S DATA
STATION INVERT
SECT LAT -1
LAT -2 N
Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1093.000 1591.170
2 4
0 .015
11.500 .000
1591.610
.000 30.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
6
IS A
REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1134.310 1591.580
2
.013
89.999
-26.299
.000
0
ELEMENT
NO
7
IS A
REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1139.810 1591.750
2
.015
.000
.000
.000
1
ELEMENT
NO
8
IS A
REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1263.810 1595.720
2
.013
.000
.000
.000
0
ELEMENT
NO
9
IS A
JUNCTION
U/S DATA
STATION INVERT
SECT LAT -1
LAT -2 N
Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
1269.810 1595.910
2 4
0 .015
3.900 .000
1596.700
.000 -45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
10
IS A
REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1290.860 1596.580
2
.013
.000
.000
.000
0
W S P G
W
PAGE NO
3
WATER SURFACE PROFILE
ELEMENT CARD
LISTING
ELEMENT
NO
11
IS A
REACH
i a I
a I
I I
I I
I I
t I
I I
I I t I t
I I
I I I
I I t I a I
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1352.590
1598.560
2
.013
45.000
78.597
.000
0
ELEMENT
NO
12
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1358.090
1598.610
2
.015
.000
.000
.000
1
ELEMENT
NO
13
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1518.090
1600.210
2
.013
290.004
-31.611
.000
0
ELEMENT
NO
14
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT
LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
1524.090
1600.270
2
4 0
.015
4.700
.000 1601.210
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
15
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1695.050
1601.980
2
.013
289.999
-33.777
.000
0
ELEMENT
NO
16
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1742.000
1602.210
2
.013
45.000
-59.779
.000
0
ELEMENT
NO
17
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1747.500
1602.230
2
.015
.000
.000
.000
1
ELEMENT
NO
18
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1751.500
1602.250
2
.013
.000
.000
.000
0
ELEMENT
NO
19
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT
LAT -1 LAT -2
N
Q3
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
1757.500
1602.300
2
4 0
.015
6.400
.000 1603.250
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
20
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1906.090
1602.990
2
.013
.000
.000
.000
0
W
S P G W
PAGE NO
4
WATER SURFACE
PROFILE
ELEMENT CARD LISTING
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
1912.090
1603.020
2
4 0
.015
5.000
.000 1604.000
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
22
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1922.090
1603.070
2
.013
.000
.000
.000
0
ELEMENT
NO
23
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1972.120
1603.310
2
.013
45.000
63.700
.000
0
ELEMENT
NO
24
IS
A TRANSITION
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
1977.620
1603.840
3
.015
.000
.000
ELEMENT
NO
25
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2116.120
1604.500
3
.013
.000
.000
.000
0
ELEMENT
NO
26
IS
A WALL ENTRANCE
U/S DATA
STATION
INVERT
SECT
FP
2116.120
1604.500
5
.200
ELEMENT
NO
27
IS
A SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W S ELEV
I I a I a i a I a I a I I I a I I i a I I I I I a I a I I I a i I I a I a I
2116.120 1604.500 5 1609.000
a I a i a I a I a I a I I I I I I I I I I I I I I I I I I I I I I I I I a I
Tl CITRUS HEIGHTS -NORTH -PARK BASIN (02/20/05)
T2 PARK STORM DRAIN LINE M FROM SUMMIT AVE. S.D. TO PARK BASIN
T3 LINE M CONNECTION TO INTERRIM BASIN --- WITH 6.5 FEET OF WATER IN BASIN
so
1007.0701590.310
2
1593.000
R
1040.9401590.650
2
.013
.000
R
1065.5801590.890
2
.013
.000
R
1087.0001591.110
2
.013
-13.636
ix
1093.0001591.170
2
4
.015
11.500
1591.610
30.0
R
1134.3101591.580
2
.013
-26.299
R
1139.8101591.750
2
.015
.000
R
1263.8101595.720
2
.013
.000
ix
1269.8101595.910
2
4
.015
3.900
1596.700
-45.0
R
1290.8601596.580
2
.013
.000
R
1352.5901598.560
2
Oi3
78.597
R
1358.0901598.610
2
.015
.000
R
1518.0901600.210
2
.013
-31.611
ix
1524.0901600.270
2
4
.015
4.700
1601.210
-45.0
R
1695.0501601.980
2
.013
-33.777
R
1742.0001602.210
2
.013
-59.779
R
1747.5001602.230
2
.015
.000
R
1751.5001602.250
2
.013
.000
ix
1757.5001602.300
2
4
.015
6.400
1603.250
-45.0
R
1906.0901602.990
2
.013
.000
ix
1912.0901603.020
2
4
.015
5.000
1604.000
-45.0
R
1922.0901603.070
2
.013
* 000
R
1972.1201603.310
2
.013
63.700
TS
1977.6201603.840
3
.015
.000
R
2116.1201604.500
3
.013
.000
WE
2116.1201604.500
5
.200
SH
2116.1201604.500
5
1609.000
CD
1 4 1 .000
2.500
.000 .000
.000 .00
CD
2 4 1 .000
3.500
.000 .000
.000 .00
CD
3 4 1 .000
3.000
.000 .000
.000 .00
CD
4 4 1 .000
2.ODO
.000 .000
.000 .00
CD
5 3 0 .000
6.500
3.500
.000
.000 .00
Q
39.000
.0
.000 0
.000 0
.000 0
000
.000 0
.000 1
.000 0
000
.000 0
.000 0
.000 1
.000 0
000
.000 0
.000 0
.000 1
.000 0
000
.000 0
000
.000 0
.000 0
.000 1
.000 0
I
I
j
d
j
11
j
I
I
j
A
I
I
I
I
SECTION M
MISCELLANEOUS HYDRAULI(
CALCULATIONS
11w
no
ow
on
go
an
aw
om
im
40
w
40
do
AW
26
24
22
20
HE:
0 16
z
Lu
cn
a: 14
w
Lu
i
Z 12
L)
0
-j 10
Lu
x
Lu 8
4
2
STONE WEIGHT, IN POUNDS
5 20 60 200 600 1000 2000 4000
1 10 40 100 400 800 1500 3000 5000
01 1 1 1
0 2 3 4
EQUIVALENT SPHERICAL DIAMETER OF STONE, IN FEET
FIGURE 31-C-1. RIPRAP SIZE FOR USE DOWNSTREAM OF ENERGY
DISSIPATORS FROM REFERENCE U -C-1.
ii -9
FOR
165
STONE
LBS. PER
WEIGHING
CU. FT.
01 1 1 1
0 2 3 4
EQUIVALENT SPHERICAL DIAMETER OF STONE, IN FEET
FIGURE 31-C-1. RIPRAP SIZE FOR USE DOWNSTREAM OF ENERGY
DISSIPATORS FROM REFERENCE U -C-1.
ii -9
op
>>>>CHANNEL INPUT INFORMATION<<<<
pm
il CHANNEL Zl(HORIZONTALNERTICAQ = 0.00
6 Z2(HORIZONTALNERTICAL) = 0.00
BASEWIDTH(FEET) = 14.00 -d �,_>
CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.0 10000
UNIFORM FLOW(CFS) = 300.00 c:O�
MANNINGS FRICTION FACTOR = 0.0 150
m
to
L
ro
L
0
on
6
NORMAL -DEPTH FLOW INFORMATION:
>>>>> NORMAL DEPTH(FEET) = 1.74
FLOW TOP-WIDTH(FEET) = 14.00
FLOW AREA(SQUARE FEET) 24.33
HYDRAULIC DEPTH(FEET) = 1.74
FLOW AVERAGE VELOCITY(FEET/SEC.)
UNIFORM FROUDE NUMBER = 1.649
PRESSURE + MOMENTUM(POUNDS) =
AVERAGED VELOCITY HEAD(FEET) =
SPECIFIC ENERGY(FEET) = 4.099
CRITICAL -DEPTH FLOW INFORMATION:
12.33 me
8488.40
2.362
CRITICAL FLOW TOP-WIDTH(FEET) = 14.00
CRITICAL FLOW AREA(SQUARE FEET) 33.96
CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.43
CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 8.83
CRITICAL DEPTli(FEET) = 2.43
CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 7705.92
AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.212
CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.637
n
d
d
N
A
A
A
E
SECTION R
REFERENCES & MAPS
R
E
A,
dt
A
E"ROLOGIC MAPS
tv#
a I a I a I I I a I a 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a I a I I I I I I I a i
twf
SAN BERNARDINO COUNTY
HYDROLOGY MANUAL
A mA,
SCALE 1,49PW
.WNW . SE�CATED 50WIE SCALE REDUCED BY 1/2
R F, 6
- t 1, -:
4-
m
HYDROLOGIC SOILS GROUP MAP
FOR
SOUTHWEST -A AREA
dfl-
d
I
Il
H,
d
MISCELLANEOUS BASIN
HYDRAULIC CALCULATIONS
Detention Basin Outlet Hydraulics
Citrus Heights North
126-1770
11/15/2004
Elevation
Orifice
(Rectangular)
C
3.3
weir
C
0.62
(orifice)
L (eff)
2.42
ft Count
H (eff)
1.4
ft 1
Bottom EL
0.5
ft
0.0
1 0.0
1 00
Elevation
Head
Weir
Orifice
Control
Elevation 1
Summary
Total
Outflow
Volume
ft
ft
GfS
CfS
CfS
ft I
ac -ft
0
0.0
0.0
1 0.0
1 00
0
0.0
0.0
1
0.5
2.8
1 n/a
2'8
1
2.8
0.6
2
1.5
14.7
15.1
1 14.7
2
14.7
1.2
3
2.5
31.5
22.6
22.6
3 1
22.6
1.
4
3.5
n/a
28.2
28.2
4
28.2
2.5
5
4.5
n/a
32.8
32.8
5
32.8
3.3
6
5.5
n/a
36.9
36.9
6
36.9
4.1
7
6.5
n a
40.5
40.5
7
40.5
5.0
8
7.5
n/a
43.9
43.9
8
43.9
5.9
9
8.5
n/a
47.0
47.0
9
47.0
6.9
10
9.5
n/a
49.9
49.9
10
49.9
8.0
11
10.5
n/a
52.7
52.7
11
52.7
9.1
12
11.5
n/a
55.3
55.3
12
55.3
10.4
13
12.5
n/a
57.8
57.8
13
57.8
11.6
14
13.5
n/a
60.2
60.2
14
60.2
13.0
15
14.5
n/a
62.5
62.5
is
62.5
14.4
16
15.5
n1a
64.8
64.8
16
64.8
15.9
17
16.5
n/a
66.9
66.9
17
66.9
17.5
18
17.5
n/a
69.0
69.0
18
69.0
19.2
PA1 26-1 770\Drainage\Flood Routing 1 00-basin3a.xls 11/17/2004
j,ceD' A !',OLE FRAME ANU COVER
IAE-E�— STD OB 1 03
alm`
CIA1p
A
A C L. 4�
IIIIII
1/4" R
91DE
— SEE
OPIENING--o STEPS
'oe MH 259 AND
NOTE 5
4-14 2'
4'4 6!'E.W. 4;;�
T A T
B
PLAN SECTION A—A
TOP ELEVATION NOTED ON PLANS
PROTECTION t
RINI
B A R
D [''
7U]
. "-I, j 2-5" VAR ABLE V
SPACE PROTECTION BAR
34
EVENLY ACROSS OPENING
(6"MAX. IDN CENTER)
I Goc,
T w T V:�
P.w
SECTION B—B
low
1. DIMENSIONS' A7
V=SHALL BE SHOWN ON'THE PLANSWFEET MAX-) H - .9" OR AS NOTED ON -PLANS.
& W=SHALL HE 36"OR As NOTED ON PLf%NS.
T = 6 INCHES IF V IS 4 FEET OR Lf $S.
T = a'INCHES IF V 13 a FEET OR:.Ltss.
9. eNCHES UNLESS OTHERWISE SPECIFIED.
A=36 INCHES UNLESS OTHERWISE SPECIFIED. c0p)lf
2. STRUCTURAL CONCRETE SHALL BE. CLASS "A7. -
3. REINFORCING STEEL SHALL BE No. 4 DEFORMED BARS. CLEARANCE SMALL BE I V FROM GOTTOM OF SLAB.
4. THE BASIN FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH. CURVATURE OF THE LIP 5 SIDEWALLS AT THE SIDE
OPENING SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPE a LENGTH
BEFORE THE CONCRETE IS POURED.
5. STEPS: 3/4"PLAIN ROU141D GALVANIZED STEEL STEPS SHALL BE INSTALLED 16"APART WHEN V EXCEEDS 4'-G" * THE TOP STEP ---
SHALL BE 6"BELOW THE TOP SURFACE III SH&LL BE 2 1/2"CLEAR FROM THE WALL ALL OTHER S"TEPS SHALL. BEA%LEAR
A SHALL BE INSTALLED OF V 13 4- 6"OR LESS ALL STEPS --s"OL.L.
OEON THE WALL—ONLY ONE STEP 12"FRDM T!:E BOTTOM
HCHORED NOT LESS THAN 4" INTO INIE WALL OF THE BASIN.
S. PROTECTION BARS ARE PLAIN ROUND STEEL BARS 1"DIAMETER & SHALL BE INSTALLED Wirt, ENDS M D'E
EsED D e'.
7. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. 9. SEE STANDARD DRAWING CB106 FOR WALL 5
8. SLOPE SOTTOM TO OUTLET FROM ALL DIRECTIONS. FLOOR STEEL REINFORCING.
REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO
Al -0- / AND
07 WATER CONS RVATION DISTRICT
rl= I CONCRETE
41111 ~-Or-ase-u—, IDESIGNID IT JAPPROVED By, DRAWING NO.
10- a, :] ' '54-06'. t /I -
L51411~ I SHEET No
Z ..... . DROPINLET
OA/ SMOWAI OAT[ 0-. r
I APPRI DATE ICH STANDARD DRAWING NUMBER CO 110 OF
11`6�i 15 f4
REFI� DESCRIPTION ECKM 2T
JOB
im MADOLE AND ASSOCIATES, INC. SHEET NO. OF
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730 CALCULATED BY DATE: L (6-6y.
PHONE (909) 948-1311
CHECKED BY DATE
SCALE X271
30
Al. . .....
p
Vz' 6 c' I I V---'
-i� 6. o i t.
'z 2-0. Z- o' o
17.
. . . ....... .... .... ... ... . .... .......... . ..... .... .
........ . .... .. . . . ......... ... ............
ow
. . ..... . ... ...
Pr qi
W
P� 7—C i, -
A' cl
3o"
ro C �,4
CAProgram Files\AutoCAD 2002\Drawing3.dwg, 05/20/2004 09:53:26 AM, ats
u
d
I
N
A
H
A
N
j
I
I
I
j
A
SUMMIT AVENUE STORM DRAIN MIPSD
LME B W.S.P.,G, HYDRAULIC
CALCULATIONS
a I a i a I a I a I I I I I I I I I I I t I I I I I I , I I t I I �'l I I I
FILE: B.WSW
W S P G W - CIVILDESIGN Version 14.01
PAGE 7
Program
Package Serial Number: 1296
WATER SURFACE
PROFILE LISTING
Date: 4-
2-2003
Time:
2: 7:54
SUMMIT AVENUE
STORM DRAIN - MPSD LINE B
Sierra Ave
to Hawker Crawford Channel
Flow @ Q-100
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 (CPS) 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
55956.070
1565.738
8.519
1574.257
2374.00 23.22 8.37
1582.63
.00
9.00
12.00
9.000
12.000
.00
0 .0
88.152
.0032
.0082
.72
8.52
1.40
9.00
.013
.00
.00
BOX
--------------------
WARNING - Flow depth
near top
of box conduit
--------------------
56044.230
I I
1566.020
I
8.123
1574.143
I I I
2374.00 24.35 9.21
1583.35
I
.00
I
9.00
I
12.00
I
9.000
I 1
12.000
.00
1
0 .0
-I-
89.480
-I-
.0032
-I-
-I-
-I- -I- -I-
.0093
-I-
.83
-I-
8.12
-I-
1.51
-I-
9.00
-I-
.013
-I-
.00
.00
I-
BOX
--------------------
WARNING - Flow depth
near top
of box conduit --------------------
56133.710
1566.307
7.745
1574.052
2374.00 25.54 10.13
1584.18
.00
9.00
12.00
9.000
12.000
.00
0 .0
89.621
.0032
.0105
.94
7.74
1.62
9.00
.013
.00
.00
BOX
56223.330
1566.594
7.384
1573.978
2374.00 26.79 11.14
1585.12
.00
9.00
12.00
9.000
12.000
.00
0 .0
88.953
.0032
.0119
1.06
7.38
1.74
9.00
.013
.00
.00
BOX
56312.280
1566.879
7.041
1573.920
2374.00 28.10 12.26
1586.18
.00
9.00
12.00
9.000
12.000
.00
0 .0
87.719
.0032
.0134
1.18
7.04
1.87
9.00
.013
.00
.00
BOX
56400.000
1567.160
6.713
1573.873
2374.00 29.47 13.49
1587.36
.00
9.00
12.00
9.000
12.000
.00
0 .0
TRANS STR
.0035
.0157
.31
6.71
2.00
.013
.00
.00
BOX
56420.000
1567.230
5.500
1572.730
2374.00 31.39 15.30
1588.03
.00
5.50
13.75
5.500
13.750
.00
0 .0
135.000
.0032
.0307
4.14
5.50
2.36
5.50
.013
.00
.00
BOX
06/30/04
Su -mm rr
H-14
06/30/04 H-15
FILE: B.WSW
W S P
G W CIVILDESIGN
Version
14.01
PAGE
8
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-
2-2003
Time:
2: 7:54
SUMMIT AVENUE
STORM DRAIN - MPSD LINE B
Sierra Ave to Hawker Crawford
Channel
Flow @ Q-100
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
-1-
ZL
-1
IPrs/Pip
-I-
L/Elem
-I-
ICh Slope I
-I-
-I-
I
-I-
I I
-I-
-I-
SF Avel
-I- -I-
HF ISE DpthIFroude
-I-
NINorm
Dp
-I- -I-
I "N"
I X-Fallj
ZR
IType
Ch
56555.000
1567.660
9.209
1576.869
2374.00
31.39
15.30
1592.17
.00
5.50
13.75
5.500
13.750
.00
0
.0
TRANS STR
.0820
.0131
.26
9.21
2.36
.013
.00
.00
BOX
56575.000
I
1569.300
I
15.017
I
1584.317
I I
2374.00
23.98
I
8.93
I
1593.25
.00
I
9.00
11.00
I
9.000
I I
11.000
.00
0
.0
49.000
.0820
.0131
.64
15.02
1.41
3.83
.013
.00
.00
BOX
56624.000
I
1573.320
I
11.641
I
1584.961
I I
2374.00
23.98
I
8.93
I
1593.89
.00
I
9.00
11.00
I
9.000
I I
11.000
.00
0
.0
JUNCT STR
.0825
.0086
.07
11.64
1.41
.013
.00
.00
BOX
56632.000
I
1573.980
I
15.643
I
1589.623
I I
1917.00
19.36
I
5.82
I
1595.45
.00
I
9.00
11.00
9.000
11.000
.00
0
.0
55.289
.0820
.0086
.47
15.64
1.14
3.29
.013
.00
.00
BOX
56687.290
I
1578.512
I
11.582
I
1590.094
I I
1917.00
19.36
I
5.82
I
1595.92
.00
I
9.00
11.00
9.000
11.000
.00
0
.0
HYDRAULIC
JUMP
56687.290
1578.512
6.357
1584.869
1917.00
27.41
11.67
1596.54
.00
9.00
11.00
9.000
11.000
.00
0
.0
7.172
.0820
.0131
.09
6.36
1.92
3.29
.013
.00
.00
BOX
56694.460
1579.100
6.552
1585.652
1917.00
26.60
10.98
1596.64
.00
9.00
11.00
9.000
11.000
.00
0
.0
'774 . 559
.0124
.0133
10.34
6.55
1.83
6.59
.013
.00
.00
BOX
57469.020
1588.700
6.267
1594.967
1917.00
27.81
12.01
1606.97
.00
9.00
11.00
9.000
11.000
.00
0
.0
168.414
.0162
.0137
2.30
6.27
1.96
5.95
.013
.00
.00
BOX
57637.430
1591.428
6.425
1597.852
1917.00
27.13
11.43
1609.28
.00
9.00
11.00
9.000
11.000
.00
0
.0
193.988
.0162
.0125
2.42
6.42
1.89
5.95
.013
.00
.00
BOX
06/30/04 H-15
a I
a I a
I a
FILE: B.WSW
W 3 P
G W CIVILDESIGN
Version
14.01
PAGE
9
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-
2-2003
Time:
2: 7:54
SUMMIT AVENUE
STORM DRAIN - MPSD
LINE B
Sierra
Ave to Hawker Crawford
Channel
Flow @ Q-100
I
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
DpthlFroudo
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
57831.420
1594.569
6.738
1601.308
1917.00
25.86
10.39
1611.69
.00
9.00
11.00
9.000
11.000
.00
0
.0
118.578
.0162
.0110
1.31
6.74
1.76
5.95
.013
.00
.00
BOX
I
57950.000
1596.490
I
7.067
I I
1603.557
I
1917.00
24.66
I
9.44
I
1613.00
.00
I
9.00
11.00
9.000
I I
11.000
.00
0
.0
JUNCT STR
.0150
.0113
.05
7.07
1.63
.013
.00
.00
BOX
I
57954.000
1596.550
6.430
1602.980
1848.00
26.13
I
10.60
I
1613.58
.00
I
9.00
11.00
9.000
I I
11.000
.00
0
.0
14.262
.0168
.0122
.17
6.43
1.82
5.70
.013
.00
.00
BOX
I
57968.260
1596.790
I
6.459
I I
1603.249
I
1848.00
26.01
I
10.50
I
1613.75
.00
I
9.00
11.00
9.000
I
11.000
.00
0
.0
363.406
.0124
.0119
4. 34
6.46
1.80
6.40
.013
.00
.00
BOX
I
58331.660
1601.297
I
6.535
I I
1607.831
I
1848.00
25.71
I
10.26
I
1618.09
.00
I
9.00
11.00
9.000
I
11.000
.00
0
.0
463.523
.0124
'Vt,*4
.0111
5.13
6.53
1.77
6.40
.013
.00
.00
BOX
SWe + 499, 8 ?-1
1
1 I
I
I
I
I
I
I
58795.190
1607.044
6.854
1613.898
1848.00
24.51
9.33
1623.23
.00
9.00
11.00
9.000
11.000
.00
0
.0
196.598
.0124
.0098
I
1.92
I
6.85
1.65
I
6.40
.013
.00
.00
BOX
I
58991.790
1609.482
I
7.188
1616.671
1848.00
23.37
8.48
1625.15
.00
9.00
11.00
I
9.000
I
11.000
.00
0
.0
112.223
.0124
.0087
97
7.19
1.54
6.40
.013
.00
.00
BOX
I
59104.010
1610.874
I
7.539
I I
1618.413
I
1848.00
22.28
7.71
I
1626.12
.00
I
9.00
11.00
I
9.000
I
11.000
.00
0
.0
70.258
.0124
.0077
.54
7.54
1.43
6.40
.013
.00
.00
BOX
I
59174.270
1611.745
I
7.907
I I
1619.652
I
1848.00
21.25
I
7.01
I
1626.66
.00
I
9.00
11.00
I
9.000
I I
11.000
.00
0
.0
44.754
.0124
.0068
.30
7.91
1.33
6.40
.013
.00
.00
BOX
06/30/04 H-16
06/30/04 H-17
FILE: B.WSW
W S P G W CIVILDESIGN
Version
14.01
PAGE
10
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-
2-2003
Time:
2: 7:54
SUMMIT AVENUE
STORM DRAIN - MPSD
LINE B
Sierra Ave to Hawker Crawford
Channel
Flow @ Q-100
I Invert I
Depth
I Water
I Q I Vel
Vel I
Energy I
Super
ICriticalIFlow
Top]Height/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
[Type
Ch
59219-020
1612.300
8.293
1620.593
1848.00 20.26
6.37
1626.97
.00
9.00
11.00
9.000
11.000
.00.
0
.0
5.980
.0083
.0064
.04
8.29
1.24
7.46
.013
.00
.00
BOX
--------------------
WARNING - Flow depth
near top of
box conduit --------------------
59225.000
I I
1612.350
8.315
I
1620.665
I I
1848.00 20.20
I
6.34
I
1627.00
.00
I I
9.00
11.00
I
9.000
I 1
11.000
.00
1
0
.0
-I-
JUNCT STR
-I-
.0093
-I-
-I-
-I- -I-
-I-
.0075
-I-
.11
-I-
8.32
-I-
1.23
-I- -I-
.013
-I-
.00
.00
I-
BOX
--------------------
WARNING - Flow depth
near top of
box conduit --------------------
59240.000
1612.490
6.611
1619.101
1822.90 22.98
8.20
1627.30
.00
8.95
12.00
9.000
12.000
.00
0
.0
782.664
.0088
.0084
6.54
6.61
1.57
6.60
.013
.00
.00
BOX
60022.670
1619.370
6.861
1626.231
1822.90 22.14
7.61
1633.84
.00
8.95
12.00
9.000
12.000
.00
0
.0
273.871
.0088
.0075
2.05
6.86
1.49
6.60
.013
.00
.00
BOX
60296.540
1621.778
7.196
1628.974
1822.90 21.11
6.92
1635.89
.00
8.95
12.00
9.000
12.000
.00
0
.0
127.531
.0088
.0066
.84
7.20
1.39
6.60
.013
.00
.00
BOX
60424.070
1622.899
7.547
1630.446
1822.90 20.13
6.29
1636.74
.00
8.95
12.00
9.000
12.000
.00
0
.0
69.063
.0088
.0058
.40
7.55
1.29
6.60
.013
.00
.00
BOX
60493.130
1623.506
7.916
1631.422
1822.90 19.19
5.72
1637.14
.00
8.95
12.00
9.000
12.000
.00
0
.0
36.867
.0088
.0052
.19
7.92
1.20
6.60
.013
.00
.00
BOX
06/30/04 H-17
06/30/04 H-18
FILE: B.WSW
W S P G W CIVILDESIGN
Version 14.01
PAGE
11
Program
Package Serial Number: 1296
WATER SURFACE
PROFILE LISTING
Date: 4-
2-2003
Time:
2: 7:54
SUMMIT AVENUE
STORM DRAIN - MPSD LINE B
Sierra Ave
to Hawker Crawford Channel
Flow @ Q-100
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
ICh Slope I
I
I I SF Avel
HF
ISE DpthIFroude
NINorm
Dp
I "N"
I X-Fallj
ZR
IType
Ch
60530.000
1623.830
8.302
1632.132
1822.90 18.30 5.20
1637.33
.00
8.95
12.00
9.000
12.000
.00
0
.0
9.953
.0094
.0047
.05
8.30
1.12
6.45
.013
.00
.00
BOX
--------------------
WARNING - Flow depth
near top
of box conduit
--------------------
60539.950
I I
1623.923
8.533
I
1632.456
I I I
1822.90 17.80 4.92
1637.38
I
.00
I
8.95
I
12.00
I
9.000
I 1
12.000
.00
1
0
.0
-I-
6.047
-I-
.0094
-I-
-I-
-I- -I- -I-
.0043
.03
-I- -I-
8.53
-I-
1.07
6.45
-I- -I-
.013
-I-
.00
.00
I-
BOX
--------------------
WARNING - Flow depth
near top
of box conduit
--------------------
60546.000
I I
1623.980
8.951
I
1632.931
I I I
1822.90 16.97 4.47
1637.40
I
.00
I
8.95
I
12.00
I
9.000
I 1
12.000
.00
1
0
.0
JUNCT STR
.0850
.0028
.06
8.95
1.00
.013
.00
.00
BOX
--------------------
WARNING - Flow depth
near top
of box conduit
--------------------
60566.000
1625.680
9.982
1635.662
971.70 10.80 1.81
1637.47
.00
6.64
10.00
9.000
10.000
.00
0
.0
11.914
.0853
.0028
.03
9.98
.63
2.20
.013
.00
.00
BOX
60577.910
1626.696
9.000
1635.696
971.70 10.80 1.81
1637.51
.00
6.64
10.00
9.000
10.000
.00
0
.0
2.855
.0853
.0019
.01
9.00
.63
2.20
.013
.00
.00
BOX
60580.770
1626.939
8.580
1635.519
971.70 11.32 1.99
1637.51
.00
6.64
10.00
9.000
10.000
.00
0
.0
2.410
.0853
.0021
.01
8.58
.68
2.20
.013
.00
.00
BOX
--------------------
WARNING - Flow depth
near top
of box conduit --------------------
06/30/04 H-18
06/30/04 H- 19
FILE: B.WSW
W S P
G W CIVILDESIGN
Version
14.01
PAGE 12
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 4-
2-2003
Time:
2: 7:54
SUMMIT AVENUE
STORM DRAIN - MPSD
LINE B
Sierra Ave to Hawker Crawford
Channel
Flow @ Q-100
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 "N" I
X-Fallj
ZR
IType Ch
60583.180
1627.145
8.181
1635.326
971.70
11.88
2.19
1637.52
.00
6.64
10.00
9.000
10.000
.00
0 .0
1.820
.0853
.0024
.00
8.18
.73
2.20
.013
.00
.00
BOX
--------------------
WARNING - Flow
depth
near top of
box conduit --------------------
60585.000
1627.300
7.829
1635.129
971.70
12.41
2.39
1637.52
.00
6.64
10.00
9.000
10.000
.00
0 .0
63.984
.0048
.0027
.17
7.83
.78
6.22
.013
.00
.00
BOX
60648.980
1627.607
7.465
1635.071
971.70
13.02
2.63
1637.70
.00
6.64
10.00
9.000
10.000
.00
0 .0
52.938
.0048
.0030
.16
7.46
.84
6.22
.013
.00
.00
BOX
60701.920
1627.860
7.117
1634.978
971.70
13.65
2.89
1637.87
.00
6.64
10.00
9.000
10.000
.00
0 .0
5.102
.0048
.0034
.02
7.12
.90
6.22
.013
.00
.00
BOX
60707.020
1627.885
7.085
1634.969
971.70
13.72
2.92
1637.89
.00
6.64
10.00
9.000
10.000
.00
0 .0
HYDRAULIC
JUMP
60707.020
1627.885
6.219
1634.104
971.70
15.62
3.79
1637.89
.00
6.64
10.00
9.000
10.000
.00
0 .0
92.977
.0048
.0048
.45
6.22
1.10
6.22
.013
.00
.00
BOX
60800.000
1628.330
6.219
1634.549
971.70
15.62
3.79
1638.34
.00
6. 64
10.00
9.000
10.000
.00
0 .0
379.211
.0048
.0048
1.82
6.22
1.10
6.22
.013
.00
.00
BOX
06/30/04 H- 19
N
ll�
I
A
PORTION OF KNOX AVENUE
DRAINAGE STUDY FOR LATERAL E-7
I
P
ww-
0 1 VA Sk"
rm
51as dal
I I I I a I a I a I a I I I I I I I a I a I I I I I I I I I I I I I I I I I
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
KNOX LINES E & K IN THE CITY OF FONTANA
I Q100 -YEAR HYDROLOGY STUDY
JN 126-2012 wli KX100.dat
------------------------ 7 --------------- [SAN BERNARDINO COUNTY] -----------------------------------------
FILE NAME:P:\126-2012\Drainage\KX10 *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 11:54 10/27/2004 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC Il LOSSES) PAGE NUMBER 4 OF
----------------------------- [(c) 1983-2002 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I TC I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I POINT NUMBERISUBAREA1 SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) I(ft)Ift/ftIFPS.1 AND NOTES I I
I------------- I ------- I ------ I ------ I ---- I ----- I ---- I --------------- I I
I ------------- I ------- I ------ I I ---- I ----- I ------ I 2411.0261122.11Qpipe= 279.021 1
1 1 1 1 1 1 1 1 1 1 1 In=.0130 D= 3.341 1
1 1 432.001 1 1 1 0.21 1 1 1 1 1 1 1 1 54.0" -PIPE I I
1 432.001 4.21 99.101 A [Open Brushl 14.513.6810.6710.5011 283.21 ---- I ----- I ---- I ADD SUBAREA I I
------------- ------- ------ 1___I ----- I ---- I ---- I ----- I ------ I 381.0263122.2lQpipe= 283.171 1
1 1 1 1 1 1 1 1 1 ln=.0130 D= 3.371 1
432.001 1 1 0.01 1 1 1 1 1 1 1 1 54.0" -PIPE I I
43-1.001 0.71 99.801 A I Com I ---- 1 14.613.6710.1010.4991 285.01 ---- I ----- I ---- I ADD SUBAREA I I
432.001 1.11100.901 A I Com I ---- 1 14.613.6710.1010.4941 288.61 ---- I ----- I ---- I ADD SUBAREA I I
1 432.001 1.61102.501 A 16D/ACI ---- 1 14.613.6710.4910.4941 293.21 ---- I ----- I ---- I ADD SUBAREA I I
I ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ I 3261.0230118.4lQpipe= 293.161 1
1 1 1 1 1 1 1 I*velocity=(total flow)/(pipeln=.0130 D= 4.501 1
1 1 432.211 1 1 1 0.31 1 1 1 cross section area)l 54.0" -PIPE I I
1 432.211 3.61106.101 A 16D/ACI ---- 1 14.913.6310.4910.4941 299.31 ---- I ----- I ---- I ADD SUBAREA I I
------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I 1471.0245121.5lQpipe= 299.281 1
1 1 1 1 1 1 I*velocity corresponding to ln=.0130 D= 3.681 1
432.171 1 1 1 0.11 1 1 1 normal depth = .82 Diameterl 54.0" -PIPE I I
432.171 0.51106.601 A I Com I ---- 1 15.013.6110.1010.4921 299.31 ---- I ----- I ---- I ADD SUBAREA I I
432.1�1 0.5110�.101 A I Com I ---- 1 15.013.6110.1010.4901 300.91 ---- I ----- I ---- I ADD SUBAREA I I
------------- ------- ------ I ---- I ----- I ------ I 981.0224118.9lQpipe= 300.861 1
1 I*velocity=(total flow)/(pipeln=.0130 D= 4.501 1
1 1 433.001 1 1 1 0.11 1 1 1 cross section area)] 54.0" -PIPE
------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ ---------------
433.001 MAIN -STREAM COPIED ONTO MEMORY BANK # 1
------------- ------- ------ ------ ---------------
------------- ------- ------ ------ ---------------
f 1 1 9501.01791 IINITIAL SUBAREAI I
1 1 431.321 6.71 6.71 A 10pen Brushl 18.213.2110.6710.6721 15.31 ---- I ----- I ---- I --------------- I I
I I ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ 1 9501.01371 1.7lQest.= 21.6 1 1
1 1 5.Oft-GUTTERI I I I I I I I I I I I XFALL= 0.002001 1
1 1 FLOW TO PT.#I I 1 1 9.51 1 1 1 1 1 1 1 In=.0200 D= 0.221 1
1 1 431.331 7.61 14.301 A ]Open Brushl 27.812.4910.6710.6721 23.41 ---- I ----- I ---- I --------------- I I
I I ------------- I ------- I ------ I I I ----- I ---- I ---- I ----- I ------ I 3501.0200110.9lQpipe= 23.441 1
1 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 1.291 1
1 1 432.151 1 1 1 0.51 1 1 1 1 1 1 1 1 24.0" -PIPE I I
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
N
N
j
I
I
d
F
PORTION OF W.SPG HYD
CALCULATIONS FOR LATERAL E-7
LIA-T , 6: - 7 IQ -rig 04s, A
coo [PV
FILE: P:\126-2012\Drainage\ebsn.WSW
W S P
G W CIVILDESIGN
Version
14.01
PAGE I
Program Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date:12-27-2004
Time:
9:50:44
KNOX AVE SD -LINE
E
Q100 FROM DETENTION BASIN
JN 126-2010
TO
wli
30+22.29
Ebsn.wsw
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
ICriticalIFlow
ToplHeight/[Base
Wtj
INo Wth
Station
I Elev
(FT)
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 DpthlFroude
NINorm
Dp
I 'IN"
I X-Fallj
ZR
IType Ch
1707.730
1609.810
15.190
1625.000
299.30
12.60
2.46
1623.46
.00
4.76
.00
5.500
.000
.00
0 .0
&2)- 080
.0496
.0079
.79
15.19
.00
2.42
.013
.00
.00
PIPE
1806.810
1614.720
11.067
1625.787
299.30
12.60
2.46
1628.25
.00
4.76
.00
5.500
.000
.00
0 .0
42.340
.0475
.0079
.34
.00
.00
2.45
.013
.00
.00
PIPE
1849.150
1616.730
9.775
1626.505
299.30
12.60
2.46
1628.97
.00
4.76
.00
5.500
.000
.00
0 .0
11.950
.0477
.0079
.09
9.77
.00
2.45
.013
.00
.00
PIPE
1861.100
1617.300
9.300
1626.600
299.30
12.60
2.46
1629.06
.00
4.76
.00
5.500
.000
.00
0 .0
38.360
.0310
.0079
.30
9.30
.00
2.77
.013
.00
.00
PIPE
L.Ad, A -
I I
I
I
I
I
I
I
I
I
I 1
1
1799.460
1618.490
8.724
1627.214
299.30
12.60
2.46
1629.68
.00
4.76
.00
5.500
.000
.00
0 .0
40.620
.0325
.0079
.32
8.72
.00
2.73
.013
.00
.00
PIPE
1940.080
1619.810
7.727
1627.537
299.30
18.82
5.50
1633.04
.00
4.39
.00
4.500
.000
.00
0 .0
2.900
.1000
.0308
.09
7.73
.00
2.40
.015
.00
.00
PIPE
1942.980
1620.100
7.801
1627.901
299.30
18.82
5.50
1633.40
.00
4.39
.00
4.500
.000
.00
0 .0
9.020
.0233
.0232
.21
.00
.00
3.68
.013
.00
.00
PIPE
1952.000
1620.310
7.894
1628.204
299.30
18.82
5.50
1633.70
.00
4.39
.00
4.500
.000
.00
0 .0
JUNCT SIR
.0200
.0302
.06
.00
.00
.015
.00
.00
PIPE
1954.000
1620.350
8.349
1628.699
293.20
18.44
5.28
1633.98
.00
4.38
.00
4.500
.000
.00
0 .0
325.000
.0229
.0222
7.22
.00
.00
3.63
.013
.00
.00
PIPE
LIA-T , 6: - 7 IQ -rig 04s, A
coo [PV
11
j
d
H
I
LA
I
PORTION OF DRAINAGE STUDY FOR
E-4 & C
G
BASINS E-5 & E-6
L
xv
INV=1 61,
ov
ST
100
__�\ChOD= 100
rZ IT
INV
D.2
LLJ
I'STREETT',
5
4
rA, VMSCe
144 5 1�2ba L T60 eV4,Tj i/ JL A42,01 r/V
JA126-2023\storm\HYD-MAP.dWG. 2121/2005 3:59:36 PM. Wendell. Wendell
+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - -
- - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - -
- - - -
DESCPIPTIO�l OF STTIPY:
TCON LINES EA III THE (-'TTY OF Ff)HTAHA
Q100-YEAP HYDROLOGY STPDY
m 12;,�-2023 w I i
--------------------------------------- 777[AN
BEPNAPF)IN() 1,0UNTY]
FILE �IAME:P:\I-'6-20�3\,L)raiiiaq�'\ItIIO
IFTir-ILISH UNITS, (:Al.("fJl.ATFD BY:
TIME/DATE OF' STUDY: 16:13 .1V21/2005
CHF(�YFD PY:
100.0 -YEAR STORM PATIOUAL MET11CI) STUDY (Amf-
11 LOSSES) PAGF NUMBER
QF
----------------------------- [(C) IQ8 -
AI)VATl(:FP PIGINEEPING, ��()FTWAPE]
I CONCFNTRATIONI AREA (ACRES) SulLIDEV. I Tt I
'I, � I I I Fm I Fm Q-SUH IPAT11jS].r)PFI V
I HYDPAUI,lf'��
I I POINT HTIMBERISUBAFFAI SUM ITYPFITYPEIM111. I
M111.1 (in/hr) �Al,,,J)I(Cfs) J(ft)jft/ffIFP��.
I ANP tPUFS I I
II ------------- I ------- I ------ I
I I ------------- I ------- I ------ I
------ I
---------------- I I
qH,181 I
I I
4H.W-PIPF,
1 91.001 0.81 28.651 A I Com I ---- 1
13.513.8410.1010.3511 00.01 ---- I -----
AUP SURAPFA
1 91.001 0.21 28.851 A I (:()rn I ---- 1
13.51 3.8410.1010.34qj 90.71 ---- I ----- I ----
I APP STIPAREA
------------- -------
------ 1 Ro lon I I I
I �)pi pe- C)(). (�,61 1
I
In .0130 P-- 1. cql I
101.001
1
1 lH . - - Pi P�� I I
1 101.001 0.�j 20.01,1 A 1 (� om I ---- 1
1010.34-71 ------ I -
I APF) STJPAPEA I I
L4 -f,
I------------- I ------- I ------ I ------ I ---- I
I 1 101.001 1 2c) . 11 1 1
----- I ---- I -----
13.61 1 1 1 91.01 ----
I
I,-,TPFAT4 STIMMAPY I I
I I --------- -� I ------- I ------ 1-1 ----- I I ----- I ---- I I ----- )----7 ---- I -----
EFFECTIVE AREA = 29.09 Acips TOTAL AREA - 39.qn Aci�s PEAR F'I,r)W RATE -
1
C) I . 00 r I
TIME OF CONCENTRATION (MIN . ) - 13 .59 MEAN
-I
VALUES : Fp 0 . A 1 7 ( i ri/hr) ; Ap 4 2 5 ; Fm
------
0 . 3 4 i ri/ li r
------------- ------- I ------ I ----- I ---- I
PEAF FLOW RATE TABLE
----- I ---- ---- I ----- I
I Q(cfs) Tc(min) Fp(avg)
Ap(avg) Fm(avg) l0n/hr) Ae(Acres) fl()DF.
1 91.00 13.99 0.91-7
0.42 0.'147 3.R3 29.052 C).01
'71 .6� ?q.3q 0.7-72
------------- ------- ------
511 0.414 2.41 �q.q()o 411.�l
---- ---- --- -
--------------------------------------------------------------------------------------- --
-------------------- ---------------------------------------------------------------------------
-- -
4
r
C'MML
CB "E9 CM M L
op�N*
Qioo= 6.1
LOWBY 1.0;, co
Q100-
304 31.12 rz-:
F.$.= 1644
S. 1'§�9. 1
E 1 OCO E8 LO
C)
106 �:t 3
4
m a
L m
C%i
C'MML
C
ca
1361,
.5
C'
04 120 LAT L
Ql (b
A� -4 CN
F. S. 630 7 38
Q-1630
1.0
+ 9100 2.4 2/4
3.4 32.
"�27
Tc
--rlITI
N' AL
IIA
100
3
1 14,
0
E3
..............
A
F.E4;i; 161 0".'o
MML
Al
I , . I r R 't'q
a I I I a I I I I I I I I I I I I I ( I I I I I I I I I I I a I I I I I
--------------------------------------------------------------------------------------------------------------
DESCRIPTION OF STUDY:
KNOX LINE E & K IN THE CITY OF FONTANA
I Q100 -YEAR CATCH BASIN & LATERAL HYDROLOGY STUDY
JN 126-2012 wli CBknox.dat
---------------------------------------- [SAN BERNARDINO COUNTY] -----------------------------------------
FILE NAME-P:\126-2012\Drainage\CBkn *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 9:55 10/27/2004 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC Il LOSSES) PAGE NUMBER 1 OF
----------------------------- [(c) 1983-2002 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS
I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) I(ft)Ift/ftIFPS.I AND NOTES I I
II ------------- I ------- I ------ I ------ I --------------- I I
II ------------- I ------- I ------ I ------ I --------------- I I
I I I I 1 1 5001.03181 IINITIAL SUBAREAl I
I Il< 0 430.571 2.11 2.11 A I Com 1 7.315.5710.1010.0981 10.31 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
1 1 7101.02771 .. IINITIAL SUBAREAl I
ll<:3 430.651 0.81 0.81 A I Com I ---- 1 8.615.0310.1010.0981 3.61 ---- I ----- I ---- I --------------- I I
------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I
1 6301.02631 .. IINITIAL SUBAREAl I
I I V4 430.671 0.61 0.61 A I Com I ---- 1 8.315.1510.1010.0981 2.71 ---- I ----- I ---- I --------------- I I
------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I
1 2801.02891 .. IINITIAL SUBAREAl I
I Ik<1j, 430.751 0.21 0.21 A I Corn I ---- 1 5.916.3310.1010.0981 1.11 ---- I ----- I ---- I --------------- I I
------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I
1 7401.02891 .. IINITIAL SUBAREAl I
I 161-t 430.771 0.81 0.81 A I Com I ---- 1 8.715.0110.1010.0981 3.51 ---- I ----- I ---- I --------------- I I
II ------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I
LAt,'Eff) 1 7801.01921 .. ITNITIAL SUBAREA] I
1 431.121 4.21 4.21 A ]Open Brushl 22.312.8410.8610.8601 7.51 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
1 1 7101.02931 .. IINITIAL SUBAREAl I
I IF,: f� 432.451 0.71 0.71 A I Com I ---- 1 8.515.0710.1010.0981 3.11 ---- I ----- I ---- I --------------- I I
------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I
�5 1 3001.02831 .. IINITIAL SUBAREAl I
1 432.471 1.11 1.11 A I Com I ---- 1 6.116.2110.1010.0971 6.01 ---- I ----- I ---- I --------------- I I
I I__T -------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I I .. I I I I 1 1 6801.01061 .. IINITIAL SUBAREAl I
1614- 432.411 1.61 1.61 A 16D/ACI ---- 1 13.113.9110.4910.4881 4.91 ---- I ----- I ---- I --------------- I I
I ------------- I ------- I ------ I___I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I .. I I I I 1 1 7301.02191 .. IINITIAL SUBAREAl I
4 3 2. 611 3.61 3.61 A 16D/ACI ---- 1 11.714.1910.4910.4881 12.01 ---- I ----- I ---- I --------------- I I
------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
I I I I I I .. I I I I 1 1 4851.02621 .. IINITIAL SUBAREAl I
1 432.551 0.51 0.51 A I Com I ---- 1 7.515.4810.1010.0981 2.41 ---- I ----- I ---- I --------------- I I
1 1 1 1 1 1 1 4- 1. 01
--------------------------------------------------------------------- ----------------------------------
--------------------------------------------------------------------------------------------------------------
I
I I I I I I I I I I
--------------------------------------------------------------------------------------------------------------
I DESCRIPTION OF STUDY:
I KNOX LINE E & K IN THE CITY OF FONTANA
I Q100 -YEAR CATCH BASIN & LATERAL HYDROLOGY STUDY
JN 126-2012 wli CBknox.dat
---------------------------------------- (SAN BERNARDINO COUNTY] -----------------------------------------
FILE NAME:P:\126-2012\Drainage\CBkn *ENGLISH UNITS* CALCULATED BY:
TIME/DATE OF STUDY: 9:55 10/27/2004 CHECKED BY:
100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 2 OF
----------------------------- [(c) 1983-2002 ADVANCED ENGINEERING SOFTWARE] ------------------------------
I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I
I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) I(ft)Ift/ftIFPS.I AND NOTES I I
I------------- I ------- I ------ I ------ I --------------- I I
I------------- I ------- I ------ I___I ------ I --------------- I I
I I I I I I 1 1 4901.02451 IINITIAL SUBAREAl I
ovol I E(,* 432.571 0.51 0.51 A I Com I ---- 1 7.615.4210.1010.0981 2.41 ---- I ----- I ---- I --------------- I I
------------- ------- ------ 0— ----1
%rl ----- I ---- I ---------------
1 7501.03361 .. IINITIAL SUBAREAl I
4 3 3 . 16 1 8.61 8.61 A 16D/ACI ---- 1 10.814.3810.4910.4871 30.21 ---- I ----- I ---- I --------------- I I
------------- I ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
I I I I I 1 1 7201.02351 .. IINITIAL SUBAREAl I
I I rt 433.651 0.81 0.81 A I Com I ---- 1 8.914.9210.1010.0981 3.51 ---- I ----- I ---- I --------------- I I
------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I
e I 1 1 7201.02391 .. IINITIAL SUBAREAl I
I I - 433.671 0.81 0.81 A I Com I ---- 1 8.914.9310.1010.0981 3.51 ---- I ----- I ---- I --------------- I I
II ------------- I ------- I ------ I___l ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
1 1 433.671 1 0.81 1 1 ---- 1 8.91 1 1 1 3.51 ---- I ----- I ---- ISTREAM SUMMARY I I
------------- I ------- I ------ I___I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I
EFFECTIVE AREA = 0.80 Acres TOTAL AREA = 0.80 Acres PEAK FLOW RATE = 3.48 cfs I I
TIME OF CONCENTRATION(MIN.)= 8.92 MEAN VALUES: Fp 0.975 (in/hr); Ap 0.100; Fm 0.098 (in/hr)l I
------------- ------- ------ ------ ---------------
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
F
I
A, -
j
11
D
d
PORTION OF W.S.PG HYDRAULIC
CALCULATIONS FOR LATERAL E -4/E-11
FILE: P:\126-2012\Drainage\e4bsn.WSW
W S P G W EDIT LISTING - Version 14.01
Date:12-27-2004
Time: 4:17:21
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 5.000
CD
3
4
0 4.000
CD
4
4
0 3.000
CD
5
4
0 2.500
CD
6
4
0 2.000
CD
7
2
0 .000 7.470
2.000
.00
CD
8
3
0 .000 5.500
28.000
.000
.000 .00
W S
P G W
PAGE NO
1
WATER SURFACE
PROFILE
- TITLE
CARD LISTING
HEADING LINE
NO
1 IS
-
KNOX AVE SD
-LINE E
HEADING LINE
No
2 IS
-
Q100--LAT-E4--FROM
DETENTION
BASIN TO 10+57.68 ON LAT. E4
HEADING LINE
NO
3 IS
-
JN 126-2012
wli
E4bsn.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
636.680
1609.350
3
1625.000
ELEMENT
NO
2
IS A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
910.080
1612.960
3
.013
.000
.000
.000
0
ELEMENT
NO
3
IS A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
933.300
1613.270
3
.013
.000
.000
82.100
0
ELEMENT
NO
4
IS A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1000.000
1614.110
3
.013
.000
.000
.000
0
ELEMENT
NO
5
IS A
JUNCTION
U/S DATA STATION
INVERT
SECT LAT -1 LAT -2 N Q3
Q4 INVERT -3 INVERT
-4 PHI
3 PHI 4
1012.180
1614.270
3
2 0 .015 5.800
.000 1613.650
.000 30.500
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
6
IS A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1056.170
1614.710
3
.013
.000
.000
.000
0
ELEMENT
NO
7
IS A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1081.020
1614.960
3
.013
45.000
31.640
.000
0
ELEMENT
NO
8
IS A
REACH
U/S DATA STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1089.020
1615.040
3
.013
.000
.000
.000
0
ELEMENT
NO
9
IS A
WALL ENTRANCE
U/S DATA STATION
INVERT
SECT
FP
1089.020
1615.040
3
.500
ELEMENT
NO
MIS
A
SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
W S ELEV
1089.020
1615.040
3
1629.000
FILE: P:\126-2012\Drainage\e4bsn.WSW W S P G W - CIVILDESIGN version 14.01 PAGE I
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date:12-27-2004 Time: 4:17:25
KNOX AVE SD -LINE E
Q100--LAT-E4--FROM DETENTION BASIN TO 10+57.68 ON LAT. E4
JN 126-2012 wli E4bsn.wsw LA�-r, E
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 "N" I X-Fallj ZR IType Ch
636.680 1609.350 15.650 1625.000 96.80 7.70 .92 1625.92 .00 2.98 .00 4.000 .000 .00 0 .0
273.400 .0132 .0045 1.24 15.65 .00 2.20 .013 .00 .00 PIPE
910.080 1612.960 13.282 1626.242 96.80 7.70 .92 1627.16 .00 2.98 .00 4.000 .000 .00 0 .0
23.220 .0134 .0045 .11 13.28 .00 2.19 .013 .00 .00 PIPE
933.300 1613.270 13.327 1626.597 96.80 7.70 .92 1627.52 .00 2.98 .00 4.000 .000 .00 0 .0
66.700 .0126 .0045 .30 13.33 .00 2.23 .013 .00 .00 PIPE
1000.000 1614.110 12.790 1626.900 96.80 7.70 .92 1627.82 .00 2.98 .00 4.000 .000 .00 0 .0
JUNCT STR .0131 .0057 .07 12.79 .00 .015 .00 .00 PIPE
1012.180 1614.270 12.909 1627.180 91.00 7.24 .81 1627.99 .00 2.89 .00 4.000 .000 .00 0 .0
43.990 .0100 .0040 .18 12.91 .00 2.31 .013 .00 .00 PIPE
1056.170 1614.710 12.646 1627.356 91.00 7.24 .81 1628.17 .00 2.89 .00 4.000 .000 .00 0 .0
24.850 .0101 .0040 .10 .00 .00 2.31 .013 .00 .00 PIPE
1081.020 1614.960 12.592 1627.552 91.00 7.24 .81 1628.37 .00 2.89 .00 4.000 .000 .00 0 .0
8.000 .0100 .0040 .03 12.59 .00 2.31 .013 .00 .00 PIPE
WALL ENTRANCE
I I I I I I I I I I I 1 1
1089.020 1615.040 12.544 1627.584 91.00 7.24 .81 1628.40 .00 2.89 .00 4.000 .000 .00 0 .0
I I I I a I a I I I a I I ) ( ) ( I i I I I a I I I i I I I I I a I a I I i
Tl KNOX AVE SD -LINE E
T2 Q100--LAT-E4--FROM DETENTION BASIN TO 10+57.68 ON LAT. E4
T3 JN 126-2012 wli E4bsn.wsw
so 636.6801609.350 3 1625.000
R 910.0801612.960 3 .013
R 933.3001613.270 3 .013
R 1000.0001614.110 3 .013
ix 1012.1801614.270 3 2 .015 5.800 1613.65C
R 1056.1701614.710 3 .013
R 1081.0201614.960 3 .013
R 1089.0201615.040 3 .013
WE 1089.0201615.040 3 .500
SH 1089.0201615.040 3 1629.000
CD 1 4 0 .000 5.500 .000 .000 .000 .00
CD 2 4 0 .000 5.000 .000 .000 .000 .00
CD 3 4 0 .000 4.000 .000 .000 .000 .00
CD 4 4 0 .000 3.000 .000 .000 .000 .00
CD 5 4 0 .000 2.500 .000 .000 .000 .00
CD 6 4 0 .000 2.000 .000 .000 .000 .00
CD 7 2 0 .000 7.470 2.000 .000 .000 .00
CD 8 3 0 .000 5.500 28.000 .000 .000 .00
Q 91.000 .0
C)
.000
.000
0
.000
82.100
0
.000
.000
0
30.5
.000
.000
.000
0
31.640
.000
0
.000
.000
0
Oe C-, Ks 4 le IE rra od "IM e:
14c) -A, Aroe ,
I
I
j
A
I
CAPACITY CALCULATIONS FOR
DOWNSTREAM CATCH BASIN ON KNOX
AVE., NEAR SUMMIT AVE,
N
Vp
4ft
ow
4w
>>>>SUMP TYPE BASIN INPUT INFORMATION<<<<
Curb Inlet Capacities are approximated based on the Bureau of 49 Y,
Public Roads nomograph plots for flowby basins and sump basins. L�-
BASIN INFLOW(CFS) = 23.00
BASIN OPENING(FEET) = 0.80
DEPTH OF WATER(FEET) = 0.50
>>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 21.07
N-1v4,e,'TL? OP I KL.C.'r, 4wr"'
91�i:b -9Z,6V1C>tF3 trFe— A,0C7,>1T1C-)K,4/
-r� F—
rDF- E-1
4
aw
'0
0
dW
ft
>>>>SLJMP TYPE BASIN INPUT INFORMATION<<<<
ea F —;�
Curb Inlet Capacities are approximated based on the Bureau of LPN
Public Roads nomograph plots for flowby basins and sump basins. i!A-,PA-C- I �T
BASIN INFLOW(CFS) = 60.00
BASIN OPENING(FEET) = 0.80
DEPTH OF WATER(FEET) = 0.80
>>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 27.16
IN-LX:F r
IrVYC A-i2jr�>1-rootq4/
rr
joc-st(,>t-k