HomeMy WebLinkAboutTract Map 30667 Drainage StudyDRAINAGE STUDY
TRACT 30667
HARVESTON PHASE-2
July 8, 2003
Prepared for.
Lennar Communities
24800 Chrisanta Drive
Mission Viejo, CA 92691
Phone: (949) 598-8500
Fax:(949) 598-8640
I Revision History I
Date Comment
Report Prepared By:
27555 Ynez Rd, Suite 400
Temecula, California 92591-4679
909.676.8042 telephone
° ^ ° 909.676.7240 fax
CONSULTING
Engineer of Work/ Contact Person:
Ejaz Mohammad, P.E.
Frank Gerard
RBF JN 15-100557.001
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Table of Contents
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Introduction Page 1
, Hydrologic Methodology Page 1
Hydrology- Existing Conditions Page 2
Hydrology Proposed Conditions Page 2
' Hydraulics Page 3
Conclusions and Recommendations Page 4
References Page 4
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List of Tables
~, Table-1: Summary of Maximum Half Street Capacity
Llst of Exhibits
Exhibit-1: Vicinity Map
Exhibit-2: Hydrologic Soils Group Map
Exhibit-3: Basin-700 & -800 Hydrology Map
~ist of Appendices
Appendix A: Hydrologic Calculation Backup
• Plate D-4.1 Standard Intensity Duration Curves Data
• 10- and 100-year Rational Method calculation backup (Basin 800)
• Exhibit-2: Hydrologic Soils Group Map
• Exhibit-3: Basin-700 & -800 Hydrology Map
Appendix B: Hydraulic Calculation Backup
• Pipe Hydraulics: Line-F System
• Pipe Hydraulics: Line-G System
• Pipe Hydraulics: Line-I System
• Street Gutter Capacity Calculation Backup
• Catchbasin in Sag: Capacity Calculation for 7' and 14' long catchbasins
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I. INTRODUCTION
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The proposed project, comprising approximately 39 acres of undeveloped terrain, is
I' located in the City of Temecula, Riverside County, California. This tract is a part of the
Harveston Master Plan of Drainage (Reference 1). Exhibit-1 shows the location of this
', ~ project.
This study specifically accomplishes the following tasks:
: Determine the peak post-developed onsite 10-year and 100-year runoff.
•: Locate and size catch basins where the street capacities exceed the
Riverside County Flood Control and Water Conservation DistricYs
(RCFC&WCD) criteria and at all sump points.
I1. HYDROLOGIC METHODOLOGY
The methodology presented in this study is in compliance with the RCFC&WCD 1978
Hydrology Manuai (Reference 2, hereinafter referred to as the Manual).
Model Descriptions -The Integrated Rationai Method Hydrology System Model Version
' 8.0, dated January 1, 2000, (Reference 3) within the Advanced Engineering Systems
Software (AES) was used to generate the peak 10-year and 100-year onsite flows.
'
Soil Type - The Manual utilizes the Soil Conservation Service (SCS) soil cfassification
' system, which classifies soils into four (4) hydrological groups (HSG): A through D, with
D being the least impervious. Therefore a soil of HSG type-A produces least amount of
' peak runoff while HSG type-D produces most amount of peak runoff. According to
Hydrologic Soils Group Map, the majority of this project lies within HSG "B." The
' remaining area in the north consists of HSG "BC." The Soils Map from Reference 1,
' Harveston Phase 11: Tract 30667 Page 7 ~
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' superimposed with the boundary of this site, is included in Appendix C.
' Development Type- The proposed development was based on single-family homes
' with a density of 4 lots per acre, or condominium whenever high-density development
was proposed. For drainage areas with streets only, commercial land use was used.
' Intensity-ThelO-minute / 60-minute intensity values (inches/hour) for the 10-year and
' 100-year storm events, obtained from Plate D-4.1 (4 of 6) of the Manual, are 2.36/0.88
and 3.48/1.30, respectively. A copy of the above-mentioned plate is included in
Appendix A.
' Drainage Areas and Flow Patterns - The drainage areas and flow patterns were
, determined using the Tentative Map. The areas were measured using the computer
capabilities of AutoCAD.
'
' III. HYDROLOGY - EXISTING CONDITIONS
The proposed development is a part of master plan. In the existing condition, the tract
, drains southeasterly to Santa Gertrudis Creek. The drainage pattern of existing
condition with respect to proposed condition is discussed in Reference 6. The drainage
' pattern and net area draining to the same outlet locations in proposed condition is 0.6
acres less than the existing condition.
' IV. HYDROLOGY - PROPOSED CONDITIONS
' Tract 30667 consists of 171 single-family dwellings and interior streets with 56-foot right-
of-ways. The proposed onsite drainage patterns (drainage basins and nodes) and storm
' drain for this project are presented on Exhibit-3. Exhibit-3 shows drainage basins -700
and -800. The tract 30667 is within Basin-800 system.
' All supporting hydrologic calculations are included in Appendix A for Drainage Basin
800.
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' Harveston Phase II: Tract 30667 Page 2 ~
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V. HYDARULICS
This report adhered to the RCFC&WCD's hydrologic criteria that the 10-year storm flow
and the 100-year storm flow be contained within the curb and street right-of-way,
respectively. The street capacities, calculated using the FlowMaster computer program,
(Reference 4) are included in Appendix B. The following table summarizes the street
capacities:
TABLE 1
SUMMARY
MAXIMUM HALF STREET CAPACITY (cfs)
(TOP OF CURB/R-O-W)
R-O-W SLOPE SLOPE
0.5% 1.0%
56' 9.5/22.6 13.4/31.9
60' 9.2/23.6 13.0/33.3
Street capacity is within the top of curb for the 10-year flow, and within the street ROW
for the 100-year flow. The Manning's n used for the street gutter capacity calculation is
0.015.
All the catchbasins are in sag condition. Catchbasin capacity per FHWA HEC-22
manual was calculated using the computer program FlowMaster. The capacity of the 7'
and 14' catchbasins, for water below top of curb and street centerline, are 20 cfs and 26
cfs respectively. Appendix B includes the supporting calculation. The catchbasins have
been sized as 7' in all the situations in this tract.
Pipe hydraulics was performed using Los Angeles County hydraulic program WSPG
version 2.4. Appendix B includes the pipe hydraulics calculation backup. The hydraulic
grade lines have been checked to be below street levels in each catchbasin, and that
' Harveston Phase II: TracT 30667 Page 3 ~ ~
water surface in each manholes are below surface. The Manning's n used for the RCP
pipes is 0.013.
Pipe hydraulics for storm drain systems Line-F, Line-G, and Line-I are included in the
appendix.
VI. CONCLUSIONS AND RECOMMENDATIONS
1. Methodology used in this report is in compliance with the Riverside County Flood
Control and Water Conservation District (RCFC&WCD)
2. All anticipated drainage structures, which include catchbasins and pipes, have been
designed per the Manual requirements. Street capacities have been checked
against carrying capacities.
VII. REFERENCES
1. RBF Consulting, Drainage Infrastructure Design Report: Harveston Master Plan
of Drainage, February 20, 2002.
2. Riverside Flood Control District and Water Conservation District (RCFC&WCD)
Hydrology Manual, 1978.
3. Advanced Engineering Systems Software (AES), Rational Method Hydrology
System Model Version 8.0, January 1, 2000.
4. Haestad Methods, Inc., FlowMaster version 6.1.
5. Advanced Engineering Systems Software (AES), Hydraulic Elements Program
Package (HELEI) Version 8.0, January 1, 2000.
6. RBF Consulting, Drainage Infrastructure.Design Report: Tract 29639-2, June 25,
2003.
' Harveston Phase II: Tract 30667 Page 4 ~ (p
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PLANN~NO ^ DESI~N ^ CONSTRIICTI~N
2J555 YNEZ ROAD, SUITE 400
~ ~ ~ iEMECULA CALJFORNIA 92591-4679
C O N S lJ LTI N G 9W.676.8042 • FAX 909.676.7240 • www.RBF.com
EXHIBIT-2
HYDROLOGIC SOI~S GROUP MAP
HARVESTON PHASE-II
SOURCE: PLATE C-1.52 RCFC & WCD HYDROLOGY MANUAL
W aP5
'~
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$ ~~.. .,
'
' C;Ipdata1151006271627LINEF.OUT
~n~xre: )/ 9/2003
TIME: 16:51
' POS15P
WATER S~IRFACE PAOFILE - Cl3NRiEL ~EFINITION LISTING PAGZ 1
CARII SECT CF¢i NO OF AVE PIER HEIGNT 1 BASE ZL ZA INV Yl1) YQ) Y131 Y1 41 Y~5) Y~67 Y( 9) Y18 ) Y~9) Y110~
' CO~E NO
CO 18 TYP£ PIERS WI
4 OTH DIAMET¢R WIDTH
1.50 DROP
CD 24 4 2.00
CD 30 4 2.50
CD 36 4 3.00 ,
<
F 0 5
1 5 P
PAG
H NO
3 i
~
' WATEA SURFACE PAOFILE - TITLE CARO LISTING
N6ADING LINE NO 3 IS - -
HARVES'fON: PHAS~ 2: LINE F
' HFA~SNG LINE NO 2 IS -
&SAZ nOHAM1A0, PE. ~3/04/2003
HEA~ING LINE NO 3 SS -
'
-0
F O 5 1 5 P
PAGE NO 2 1
WATEA SUftFACE PAOFILE - ELIIAH4T CAR~ LISTING
ELEHEIdTL NO 1 IS A SYSTEM OUTL*_'T ` ' •
U/5 DATA STATION
SNVERT SECT W 5 ELEV
' 3000.00 1056.99 36 1060.99
ELEMENT NO 2 IS A AEACH .
' '
U/5 ~ATA STATI~N INVERT SFLT N FApNS ANGLE ANG PT MAt~ H
101].16 105'1.65 36 0.013 0.00 0.00 0.00 ~
' ELFI.NE[TT NO 3 25 A RFACH ` ' '
U/S DATA STATION IWEAT SECT N RA-NS ANGLE ANG PT p1Ni N
119C.66 3063.64 36 0.013 0.00 43J0 0.00 0
ELEMENT NO 9 IS A~li]NCTION ' ' ~ • W . ~
' Ll/S OATA STATION INVERT
11ae.fi5 1063.66 SECT LAT-1 L
l6 18 AT-2 N Q3 Q9
0 0.013 20.1 0.0 INVERT-3 INVEGT-4
1069.39 0.00 PHI 3
60.00 PHI 4
0.00
e~eas.vx No s xs x xexcx '
U/S DATA STATION INVERT ScCT N RADIDS ANGL5 ANG PT MAIi H
ll90.9] 3063.]3 36 O.Oi3 0.00 41.02 0.00 0
°_LFlSNT NO 6 IS A I2EACH ' ' `
' U/5 DATA STATION INVERT SECT N R4p205 ANGLE ANG PT MAN H
1313.01 1063.84 36 0.013 0.00 0.00 ' 0.00 0
ELEMENT NO 9 IS A REACH ` ' `
O/S DATA STATION INVEAT SECT N RADIOS ANGLE ANG PT MA[l H
1229.09 1063.90 36 0.013 0.~0 3~.00 0.00 0
' ELEMPNT NO 0 IS A RFACH
U/5 DATA STATION I~RT SECT N FApNS ANGLE ANG PT MAN H
1693.42 1066.29 36 0.013 0.00 0.00 ~.00 1
ELEH&NT NO 9 IS A REACH
U/S DATA ' `
STATION INVEAT "
SEC:
N
AADIUS
ANGLE
ANG PT
MAN H
' ll59.82 1066.63 3fi 0.013 0.~0 84.50 0.00 0
ELEMENT NO 10 IS A REACH ` * ~
U/S OATA STATION INVEAT SECT N RAp2p5 ANGLE ANG PT MAN H
193i50 106].52 36 0.013 0.00 34.29 4
00 0
' ELEl4:.tlT NO 11 25 A REACH ' ' ~ .
U/5 DATA STATION INVEAT SBCT N RADIUS ANGLE ANG PT MAN H
19569~ 1069.63 36 0.013 0.00 20.40 0.0~ 0
ELFMENT NO 12 IS A JUNCTION ' • ~ • ~ . .
U/S OATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERS-9 2HI ] PHI 4
' 1960.90 1068.15 30 iB 0 0.013 12.2 0.0 3068.39 0.00 90.00 0.00'~ o
+~ F 0 5 1 5 P np~g NO 3
WA TER SURPACH PROFILE -£L£MENT CARD L:STING
ELEMENT NO 13 IS A REAC9
U/S DATA ' '
STATION INVEAT ~
SECT
N
AADIUS
ANGLE
ANG PT
MAN N
' 1999.21 1068.36 30 0.013 0.00 53A3 O.CO 0
ELFI9ENT NO 19 IS A AEACH ' • •
U/5 OATA STATTON INV£R? SECT N [tApIUS ANGLE ANG PT MNi H
2103.
3 1068.93 30 0.013 0.00 10.18 0.00 0
' ELII~NT NO ! 5 IS A REACH ' '
^/S DATA SPATTON INVERT SECT N RADI[IS ANGLE ANG PT MAIJ H
2409.49 10~0.fi1 30 O.OL 0.00 34.fi1 O.DO 1
ELEMENT NO 16 IS A AEAC} ' • ~
O/S DATA STATION
INV£RT SBCT N iN-NS ANGLE ANG PT MFIJ X
' 2425.59 10]0."IO 30 0.013 0.00 92."12 0.00 0
ELEMENT NO 1] 25 A JllNCTTON + . . • - ~~ //~~
U/5 -ATA STAT?ON INVERT SECT LAT-1 LAT-2 N Q3 Q4 IHYEAT-3 INVEAT-4 PHI 3 PNI < /~[J~
__ ___. ^ ~
,
` Page 1 of 4 _. . _. _ ____
f .
'
I' C:lptlata1151006271627LINEF.OUT
- -
--
~ z429.09 iovz.as za aa o o.oi3 ies o.o iovi.ao
o.oo
es.oo
o.oo
~ ecene'ax tao ie xs n aencx
U/S DATA STATION INVEAT SECT N RADNS ANGLE ANG PT MNI H
2445.B8 30]'!.6] 24 0.013 0.00 23.03 0.00 0
ELII~ffiti'1` NO 19 IS A REACN ' ` ~
O/5 DATA 52ATION INVERT SECT N RApSI]S ANGL£ ANG PP MAH H
' 24A].52 10'I8.30 29 0.013 0.00 0.00 0.00 0
ELIIA£NT NO 2~ IS A SYSTHA HEAUWORXS ' ~
U/S -AYA STATION INV'AT SECT W 5 ELEV
244'1.52 SO]8.30 21 0.00
NO E~IT ¢FROAS ENCOUn'TER£D-COMPOTATION IS NOW 6EGINNING
' ' WAANING N0. 2' - WATEA SOAFACE ELEVATION GIVEN IS L£55 THAN OA EQOALS INVCRT ELEVATION IN HDWNDS ~ W.S.ELEV = INV + IID ~i L2CEN5EE: R.B.F. fi D
aA550G - SAN -IEGO FORSP PAGE 1
WATEA SURFACE PAOFILE LISTING
HARVESTON: PHASE 2: LINE P
' EJAZ MOHAMMAO, PE, 03/O4/2003
. STATION INVERT DEPTH W.S. Q VEL VSL ENERGY SUPEA CRITICAL HGT/ HASE/ ZL NO AV6PR
ELEV OF FIAW ELEV XHAD GRD.EL. ELEV O£PTH DIA ID N0. PSER
L/ELEM 50 SF AVE HF NORM OEPTH ZR
' .r..
1000.00 ........
lO5fi.99 «........
1.561 ..~u.ur~e
1058.551 r~~......
65.5 ....u.u
ll.6] ..r.~rr
4.819 «~........
30fi3.3]0 .«...r
0.00 ........
2.593 « ......... .......
3.00 ...r.r.
0.00 «~r...
0.00 ~...
0 .....
0.00
ll.16 0.0364fi .033244 0.5] 1.500 0.00
101~.16 105"1.65 1.5'!5 3059.225 fi5.5 1].43 4.'ll'1 lOfi3.942 0.00 2.593 3.00 0.00 0.00 0 0.00
' 29.'ll 0.03003 .031828 0.95 1.505 0.00
1046.89 1058.]8 1.603 lOfi0.383 65.5 19.04 4.511 3064.899 0.00 2.593 3.00 0.00 0.00 0 0.00
38.81 0.03803 .039065 1.13 1.505 0.00
' 1O85.fi8 3060.26 1.665 1061.921 fi5.5 16.25 9.100 1066.021 p.00 2.593 3.00 0.00 0.00 0 0.00
24."!~ 0.03003 .025660 0.63 1.505 0.00
1130.38 1061.19 1."IJ2 3062.920 fi5.5 15.49 3A2] 1066.65G 0.00 2.593 3.00 0.00 O.OG 0 0.00
' 1~.SB 0.03803 .022680 0.40 1.505 0.00
112].96 1061.86 1.801 1D63.665 65.5 14.9a 3.J88 3069.053 0.00 2.593 3.00 0.00 0.00 0 0.00
12.98 0.03803 .020G]4 0.26 1.505 0.00
1140.94 1062.36 1.8]6 3064.234 65.5 14.09 3.OB1 1D60.315 0.00 2.593 3.00 0.00 0.00 0 0.00
' 9.98 0.03803 .01~098 0.18 1.505 0.00
1150.92 3062.09 1.954 1064.691 65.5 13.C] 2.801 1Ofi2492 0.00 2.593 3.00 0.00 0.00 ~ 0.00
].68 0.03803 .01580fi 0.12 1.505 0.00
' 1158.60 1063.03 2.038 lOfi5.06'1 65.5 12.80 2.565 106].612 0.40 2.593 3.00 0.00 0.00 0 0.00
S.B6 0.03003 .0140]6 O.OB 1.505 0.00
ll64.d6 1063.25 2.129 3065.391 65.5 12.21 2.315 1060.696 0.00 2
593 3
00 0
00 0
00 0 Q
00
, 4.E1 0.03803 .0125'15 0.06 . 1.505 . . .
0.00 .
1168.87 1063.92 2.22~ 3065.64'! 65.5 11.64 2.104 306'].951 0.00 2.593 1.00 ~.00 0.00 0 0.00
3.15 0.03803 .0132'!9 0.04 1.505 O.OG "vLICENSEE:
LA.H.F. fi A SSOC. - SIUY DIEGO FOS1 5P
PAGE 2
' WATER SUAPACE PROFILE LI STING
HAAVESY[IN: PHASE 2: LINE P
£JAZ HO~uMLMC, 2E, 03/04/2D03
STATIQN INVEAT ~EPTH W.S. Q VEL VEL ENERGY SIIPEA CPITICAL HGT/ BASE/ ZL NO AVHpA
' Ei6V OF FLO% EL£V HEA- GRD.EL. ELEV ~EPTN DIA I- N0. PIEA
L/ELEM
.......... 50
.W....rr.
.rr.r.~..
..r ........
..........
........ SE AVE
~~..u.. HF
......au~
.r~~r..
~........ NOP.M OCPTN
~.....r....
......
........ ZA
..r..~
r«..a
r.~r
' 1ll2.02
1.94 SOfi3.54
0.03803 2.334 1065.809 65.5 11.10 1.912
.010180 106]J86
0.02 0.00 2.593
1.505 3.00 0.00 0.00
0.00 0 0.00
11]3.96 1063.61 2.959 1066.06"1 65.5 10.58 1.'139 1069.fi06 0.00 2.593 3.00 0.00 0.00 0 0.00
~."10 0.03803 .0092]5 0.01 1.505 0.00
' ll04.66 1063.fi9 2.593 1066.233 6i.5 10.09 1.580 106'1.813 0.~0 2.593 3.~0 0.00 ~.00 0 0.00
JIRJCT STA O.DD501 .OOfi052 0.03 ~.00
130d.65 1063.66 3.96i 106].42~ 45.9 6.42 p.640 1068.060 0.00 2.195 3.00 0.00 0.00 0 0.40
' 12.1] 0.005"/8 .004fi33 ~.06 2.215 0.00
1190.')0 3063."13 3.839 l~fi].569 45.0 6.42 0.640 1068.2D9 0.00 2.195 3.00 OAO 0.00 c o.oo
<
~,5
' Page 2 of 4
i~
' ' C:Ipdata1151006271627LINEF.OUT
~ 22.26 0.00495 .004633 0.30 2.3'15 0.00
' 1213.01 3063.86 3.832 106].6~2 45.a fi.02 0
660 1068
312 0
0~ 2
195
. . . . 3.00 0.00 0.00 0 0.00
11AB 0.00509 .009fi33 0.05 2.341 0.~0
1224.09 1063.90 3.901 lOfi].801 45.4 6.42 0.660 3068.041 0
00 2
195 ]
00 0
00 0
00
'
468.63
0.00510
.004fi33
2.10 . .
2.390 . . .
0.00 0 0.00
1fi93.42 1066.29 3J14 10]0.004 95.9 6.42 0
66C 10"/0
644 0
00 2195
. . . 3.00 0.00 0.00 0 0.00
66.90 0.00512 .004fi33 0.31 2.336 0
~0
, 1~59.B2 1O66.fi3 3.806 1~]0.436 45.4 6.42 0.640 10a1.0i6 0.00 2.195 3.00 0.00 .
0.00 0 0.00
1'15.68 0.0050'1 .~04633 0.81 2.350 0.00
1935.50 306].52 3.B09 1041.329 45.0 6.42 0.690 10~1
969 0
00 2
195 3
00 0
00
'
21.40
0.00519
.004633 .
0.10 . .
2.331 . . 0.00
0.00 0 0.00
1956.90 306"i.63 3.869 30')1.499 45.4 6.02 0
6C0 10~2
139 0
00 2
195
. . . . 3.00 0.00 0.00 0 D.00
JUNCT sTx 0.13000 .00559] 0.a2 0.00 'vi.iCEt.S£E: o
-?R.H.F. L ASSOC. - SAN DIEGO F~S
WATER 15P
SURFACE
PROPILE LI
STING PAGE 3
' IWIVESTON: PHASE 2: LINE F
eJAZ MOxAM[~uD, PE, 0}/0 4/2003
STATION INVEAT pEPTH W.S. Q VEL VEL ENEAGY SUPER CRITICAL HGT/ HASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HFA- GRD.EL. ELEV -EPTN pIA ID NO. PI¢R
~ L/ELEM
........~~ SO
u.......
.r~~~~.~.
.....~u~~.
.....« »
.ru~~.. SF AVE
~.~~.~.r. }!F
..s~~~~...
....~x. NOAM DEPTH
~....n~rr~~~~......
...~r~~
~......~ 2R
.r~.~.
....
....~
1960.9~ 1068.15 3.119 30"11.669 33.2 6.]fi 0910 SO)i5]9 0.~0 1.963 2.50 0.00 0.00 0 0.00
' 38.31 0.00508 .p06552 0.25 2.SOC 0.00
1999.21 lOfie.3fi 3.8]0 1002.230 33.2 6.~6 O
AO 1002
990 0
00 1
961 2
. . . . .50 0.00 p.00 0 0.00
104.52 0.0~565 .006552 0.68 2.500 0.00
' 2103.03 1068.93 4.032 1002.962 33.2 6."16 OJ10 30]3.6~2 Q.00 1.961 2.50 0.00 0.00 0 0.00
305.'16 O.OOSC9 .006552 2.00 2.500 0.40
2409.49 10]0.61 9.409 10~5.089 33.2 fi
]6 0
910 3095
999 0
00 1
961 2
. . . . . .i0 ~.00 0.00 0 0.00
16.10 0.00559 .OOfi552 0.11 2.500 0.00
' 2925.59 10~0.]0 9.592 30)5.292 33.2 06
6 0
910 lO16
002 0
~0 1
961
. . . . . 2.50 0.00 0:00 0 0.00
dl1NCT STR 0.585~1 0.00
2429.09 1002.45 0.635 1003.385 16J 19
49 5
89E 10]9
2B3 4
00 1
4]3 2
. . . . . .00 0.00 0.00 0 0.00
, 1.51 0.29303 .1106]1 Q.1] 0.500 Q.00
2430.60 10]319 0.646 10"13.639 1fiA 19
02 i61B 10]9
a5] 0
~0 1
4~3 2
. . . . .00 0.00 0.00 0 0.00
' 2.53
24~3.13 0.293~3
30"13.93
O.fi68
1099.603
16.]
18.13 .100168
5105 0.25
10]9.908
0.00
1.9]3 a.500
2.00
0.00 0.~0
~.00
0
0.00
2.15 0.29303 .OB]'133 0.19 ~.500 0.00
2435.28 30]4.56 0.692 1095.255 16."1 1~.29 4.691 10"19.896 ~.00 1.493 2.00 0.00 O.~D 0 0
00
, 1.84 0.29J03 .0]691~ p.19 0.500 0.00 .
243].1] 1~]5.10 0.]1] 3095.819 16.9 Sfi.G9 1.22D 1080.039 0.00 1.4~3 2.00 0.~0 0.00 0 0.00
1.SB ~.29303 .p6~956 0.11 0.500 0.00
~ 2439J0 3095.5] a.96J 1096.309 16.0 15.]1 3.832 1f18~.141 0.00 1.403 2.~0 0.00 0.00 0 0.00
1.38 0.29301 .059146 0.08 0.500 0.00 'nLICENSEE: o
JR.B.R E ASSOC. - SAN OIFl30 FOS1 5P PAGE 4
WATER SURFACE pAOFILE LISTING
' f1ARV
ESAZ E510N: oryp5£ 2: LINE F
MOHTMMAO, PE, 03/04/2003
STATION INVERT DEPTH W.S. Q VEL VEL ENEAGY SOPEA CNITICAL HGT/ BASZ/ ZL NO AVBPR
ELEV OF FIqW ELEV NEAD GIt-.EL. ELEV D-:PTH OIA IO N0. PISF
' L/~L-at SO SF AVE HF NOAM D£PTN ZA
2440.08 1095.99 0.]69 10"i6.939 16."] 19.99 3.690 1080.229 0.00 1.4]3 2.0~ 0.00 0.00 a 0.00
1.20 0.29303 .0~18]2 O.Ofi 0.500 0.00
' 2491.28 10]6.32 0.]9] 1a~].119 16J 34.29 3.169 1~80.288 0.00 1.4]3 2.00 0.00 O.OG 0 0.00
1.05 0.29303 .045520 0.05 OS00 O
OG
. ~
' Page 3 of 4
'
' C:Ipdata1151006271627LINEF.OUT
~26C2.33 10~fi.fiJ 0.826 10]0.454 16 A 13
62 ]
BBi 3080
335 0
00 1
40
. . .
. .
3 ].00 0.00 0.~0 0 0.00
' 0.91 0.29303 .p3996~ O.Oa 0.500 0.00
2443.]4 1006.90 O.BSfi 10~a.05] 16 .0 12
99 2
619 lOB0
3]2 0
00 1
4]
. . .
. .
3 2.00 0.00 0.00 0 0.00
0.80 0.29303 .035109 0.03 0.500 0.00
' 2444.04 10]].13 0.888 30]8.019 1fi .9 12
39 2
383 lOB0
402 0
00 1
40
. . .
. .
3 2.00 0.00 0.00 0 0.00
0."!0 0.29303 .030B61 0.02 0.500 0.00
2464A4 3090.36 0.921 14i8.250 lfi .] 11.81 2.166 1080.423 0
00 1
4'13 2
00 0
00 0
00 0 O
'
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~.29303
.02~142 .
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2445.35 10~i.52 0.956 1008.9>1 16 A 31
26 1
9fi? lOB0
440 0
00 9]3
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. . .
. . 2.00 0.00 0.00 0 p.00
0.53 0.29303 .023888 0.01 0.500 0.00
' 24a5.88 1000.60 0.992 100B.fifi2 16 ."1 1093 1.]B9 3080.651 0.00 1.4]3 2.00 0.00 0.00 ~ 0.00
~.2'1 0.38415 .021]18 0.01 0.4~0 0.00
204fi.15 10]].9~ 1
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095 16 "1 10
35 1
662
. . .
. . 1080.95] 0.00 1.403 2.00 0.00 0.00 0 0.00
' 0.30 ~.3B435 .0190]1 0.01 0.4'!0 0.00
2496A5 3099.89 1.Ofi1 10>9952 16 .~ 9.86 I
511 L~B0
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2996.]2 30~0.99 l.lp2 10~9.093 16 .] 9.41 1
3]5 1060
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0.22 0.38915 .014844 0.00 0.4~0 0.00 "iLICENSEE: a
-0 R.B.F. & A SSOC. - SAN OIEGO pp51 5P PAGE 5
WATEA SUitFACE PAOFIL2 LISTING
HAAViSTON: PHASE 2: LINE F
, E.IAZ NONI~MMD, PE, 03/09/2003
STATION INVERT OEPTH W.S. q VEL VSL ENERGY SUPER CAITICAL HGT/ BASE/ 2L NO AVBPR
ELEV OF FLOW E'LEV Y.£AD GA[l.£L. ELEV D6PTN OIA ID N0. PSER
L/ELH3 SO SP AVE HF NORM DEPTIi ZA
' 2496.94 1008.08 1.166 1~99.221 1fi A 8.9~ 1.]49 3080.4~0 0.00 1.4]3 2.00 0.00 0.00 0 0.00
O.1C 0.38415 .013119 O.~p 0.4i0 0.00
2444.13 1098.14 1.192 30]9.33> 16. "1 8
55 1
135 1080
4~2 0
00 1
403 2
00 0
' . . .
. . . .0~ 0.00 0 0.00
0.19 0.]8415 .011609 0.00 0.9]0 p.00
244].26 30]8.20 1.241 30]9.442 16 A B.15 1.032 1080.694 0.00 1.4]3 2.Op 0.00 0.00 0 0.00
0.12 0.38415 .410205 0.00 0.4'!0 0.00
' 2449.38 30~8.24 1.292 1099.53"1 16. ] 9.0] 0.939 1080.9"I6 0.00 1.4'i3 2.00 0.00 0.00 0 0.00
0.08 0.38415 .009132 0.0~ 0.4]0 0.00
2440.46 1098.28 1.348 30'19.623 16. 9 0.41 0.853 1080.4"16 0.00 1.0]3 2.~~ 0.00 0.40 0 0.~0
' 0.05 0.38415 .008128 0.00 0.9]0 0.00
244].51 30]8.29 1.9~7 1079.')O1 16 ] 9
07 0
7"l6 1080
4]'1 0
00 4]3
1 2
0
. . . .
. . .
0 0.00 0.00 0 0.00
0.01 0.38415 .00]250 0.00 0.4]p 0
00
, 244L52 lp]8.30 1.4~3 1099J93 16. ] 6J3 0.]04 lOB0.4)] 0.00 L4~3 2.00 0.00 .
0.00 0 0.00'r
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Page 4 of 4
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C:Ipdata1151006271627LATF1.0 UT
',oarE: vi vzoo3 _.-~-- - - -__.
mi~: i~: 3
, FOS15P
WATER SORFACE PROPILE - CHANflEL DEFINITION LISTSNG Pp~y L
CAAD SECT CHN NO OF AVE PIER HEIG HT 1 BASE ZL 2R INV Y~1 ~ Y(2) Y(3) Y ~6) Y15) Y~6) Y(']~ Y~ B) Y( 9) Y
10
C0~£ HO TTP¢
PIERS WIOTH -IANPcTER WIDTH
OAOP ~
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' CD 1B 4 1. 50
CD 24 4 2. 00
CO 30 0 2. 50
~ Cb 36 4 3. 00
-0 F O 5 1 5 P 1 ~
' WATER SUPFACE PROFILE - TITLE CAM LISTING PAGE NO 3
NEADING LSNE NO 1 IS -
HAAV£STON: PtWSE 2: La[ F-1
, HEADING LINE NO 2 IS -
EJAZ MOHA~M1An, PE, Oi/04/2003
N£ApING LINE NO 3 IS -
~
-0 F 0
5 1 5 P
PAGE
NO 2 1
WATER SUA?ACE PROFILE - ELE!ffivT CAR- LISTING
ELEMENT NO 1 IS A SYSTEM OOTLET ' ~ •
U/5 DATA STATION INVERT
SECT W S ELEV
, 1002.24 106~.55 18 10]0.~1
ELEMENT NO 2 IS `
A REACH .
'
U/S DATA STATION INVERT SEC? N RM NS ANGLE ANG PT MAN H
1013.9~ 10~2.81 18 0.013 0. 00 O.D~ 0 .00 0
ELETffi[iT NO 3 25 A SYSTEM HEApWORKS ~ .
, U/5 DATA STATION INYEftT SECT W S ELEV
1013.9'1 10]2.81 iB 0.00
NO EDIT ERRORS ENCOUNTERE--COMpUTATION IS NOW BEGINNING
" WAANING N0. 2" - WATEA SUAPACE ELEVATSON GIVEN IS LESS THAN OR EQUALS INVEAT ELEVATION IN HDWi(D5 W.S. ELEV = IN V + OC "aL ICENSEE: R
B
F
fr a
aA550C. - SAN OIEGO FOS15P , .
.
.
PAG E 1
WATER SUAFACE PROFILE LISTING
' NARVE510N: PHASE 2: btt F-1
EJAZ MOF3AIMfAD, PE, 03/09/2003
STATION INVERT OEPTH W.S. Q VHL VEL ENE[tGY SUPER CRITICAL HGT/ HASE/ 2L NO AVBPR
ELEY OF FLOW ELEV NEAD GRD.°L. ELEV DEPTH OIA ID NO. PIER
' L/ELEM 50
.u ..............»
....«.........«.~.... SF AVE
...........«......... HF
.........a
«.»...r NOPM DEPTY.
~..................
.....
r......... .ZA
. «.
....
.....
1002.29 306].55 0
586 1068
136 12
fi 19
]2 6
03") 1
9 "
.
. .
.
. 0
4.1]3 0.00 1
1.33 1.50 0.00 0.00 0 0.0~
' 0.02 0.04842 .13]'!15 0.00 0.930 0.~0
1002.26 1060.56 0.586 lO6B.303 12.6 19
66 6
000 1006
193 0
00 1
33~
.
. . . . 1.50 0.00 0.00 0 0.00
1.63 O.E4842 .128B~'1 0.21
0.430
0.00
lOW.89 1068.29 O.fiOB 1069.900 12.6 18
45 5
459 10]4
359 0
00 1
330
, .
. . . . 1.SD 0.00 OA~ 0 0.00
1.C2 0.44842 .1131]1 0.16 0.430 0.00
1005.31 3068.93 0.630 1069.556 12
6 ll
80 4
960 30]4
516 0
00
.
.
. . . 1.330 1S0 0.00 0.00 0 0.0~
1.22 0.44842 .099361 0.12 0.430 0.00
' 100fi.53 1069.4] 0.653 10')0.128 12.6 ll.05 4
514 30]G
642 0
00 1
330
. . . . 1.50 o.oa 0.00 0 0.00
1.0] 0.99842 .08~281 0.09 0.930 0.00
300].60 lOfi9A5 0.6'!0 10~~.fi32 12.6 16.26 4.104 1009.]3fi o.o0 1.33~ L50 0.00 0.00 0 0.00
' 0.94 0.44842 .0"16"I46 0.0] 0.430 0.00
1008.54 10~0.39 0.003 lOtt.Ot6 12
6 15
50 3
~30 30~6
806 0
00 1
.
.
. . . .33v 1.50 p.00 O.G~ 0 0 A~
0.82 0.44892 .06]519 0.06 0.930 p
00
' !009.36 10]0.]9 p.]29 1p]1.400 12.fi 16.~] 3.388 3009.858 0.00 1.33] 1.50 0.00 .
0.00 0 0.00
0.~2 0.4ae92 .059919 0.04 0.03a 0.00
1010.08 30]1.Ofi 0."159 30]1.8ri 12.6 14.08 3.0'18 iD"14.B99 0
00 1
33] 1
50 0
00 0
00 0
'
0.63 0.49842
.p52343
0.03 . .
0.430 . . .
0.00 0.00
1010.]1 1001.35 0.~86 1002.llp 12.6 13
43 2
802 3094
936 0
00 1
33]
.
. . . . 1.50 0.00 0.00 0 ~.00
0.56 0.448a2 .046199 0.03 0.930 0.00
' 3011.20 10"11.60 0.91"1 10~2.414 12.6 12.80 2.54fi 10~4.9fi0 OA~ 1.33~ 1.50 0:00 0.00 0 0.00
0.98 0.44842 .040~2] 0.02 0.930 0.00 "nL2CEflSEE: ->
~ CF.B.F. 6 ASSOC. - SAN DIEGO FOASP_- -
_
_ PAGE 2
_
__ _ __ /~
~~
Page 1 of 2
. . . ... 4...
I '
I ,
C:ipdatalt 51006271627LATF1.0UT
, WATEft SURFACE PAOFILE LISTING
HARVESTON: PHASE 2: La[ F-1
EdA2 MOHAMMAO, PE, 03/04/2003 ,
STAPION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPA
ELSV OF FtAW ELEV NEAO GAD.EL. ELEV DEPTH DSA I- N0. PIER
L/ELEM 50 SF AVE Hp NOAM DEPTH ZA
«... »...........»....». «.......... r...... «............ «... u...... u .............. r r. a~...... r.... u~ a«............... «...
1011.95 1091.82 0.849 1092.665 12.6 12.21 2.315 10~9.960 0.00 1.339 1.50 0.00 0.00 0 0.00
0.63 0.44842 .0359]2 0.02 0.43~ 0.00
3012.18 10]2.01 O.BB3 10]2.891 12.6 11.63 2.102 1099.993 0.00 1.330 L50 0.00 0.00 0 p.00
0.3] O.a5892 .031816 0.01 0.430 0.00
1012.55 10]2.1] 0.919 10]3.09E 12.6 11.10 1.91C 30]S.OOB 0.00 1.33'1 1.50 0.00 0.00 0 0.00
0.33 0.4a842 .028181 0.01 0.930 0.00
3012.88 10~2.32 0.95~ 1003.2>] 12.6 30.58 1.'13B 1~]5.015 0.00 1.339 1.50 0.00 0.00 0 0.00
0.2~ O.a4842 .025008 0.01 0.430 0.00
1013.15 10~2.44 0.998 10]3.44] 12.6 10.09 1.580 30]5.022 0.00 1.33'1 1.50 0.00 0.00 0 0.00
~.24 0.44842 .a22238 D.O1 0.430 0.0~
3013.39 30]2.55 1.~41 10]3.591 12.6 9.62 1.43] 1095.028 0.00 1.]J] L50 0.00 0.00 0 0.00
0.2D 0.60842 .019825 0.00 0.430 Q.QO
3013.59 10'12.64 1.088 10'13.'126 12.6 9.1'1 1.306 10]5.032 0.00 1.33~ 1.50 0.00 0.00 0 0.00
0.15 0.44Ba2 .01]~al 0.00 0.930 O.OD
1013.94 10"12.]1 1.139 1093.89"1 12.6 8.)9 1.190 10]5.034 0.00 1.]39 1.50 0.00 0.00 0 0.00
0.12 0.44862 .p1596: 0.0~ 0.430 0.00
1013.86 10"l2.'16 1.196 1~]3-95'1 12.6 8.34 1.080 10"i5.03] 0.00 1.33] 1.50 0.00 0.00 0 0.00
0.08 O.S4842 .01d469 0.00 0.430 0.00
1013.94 10]4.80 1.260 3094.056 12.6 "].95 0.981 10~5.039 0.00 1.339 SSO 0.00 0.00 0 0.00
0.03 0.64842 .p1328S p.00 0.93~ 0.40
3033.9~ 30"12.81 1.33'J 1009.19] 12.fi 0.58 0.891 1~]i038 0.00 1.33] L50 O.Oa 0.00 0 0.00'i
~S~Z~~, /0]c U~8 'i /~0.7}~b.$9~~
-- ~{} 7~ ~ ~ ~ ~
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Page 2 of 2
~
' C:lpdata1151006271627LATF2.0UT
`aOnTE: 0/ )/2003 ~ '~
1IME: 1]: 2
' FOS15P
WATEA SUAFACE PROFILE - CHANNEL -EPINITION LISTING pAGE 1
CARD SECT CHN NO OP AVE PIEA H£IGHT 1 BASH ZL ZR INV Y(1) Y(27 Y(31 Y1 4) Y(51 Y167 YI ]1 YIB) Y~9) Y110~
CODE NO TYP5 PIERS WIDTN pIAMETER WIDTH DROP
' CD 18 4
-0 1. 50 i
F 0 5 1 5 P
PAGE NO J
WATEA SURFACE PAOFILE - TIT LE CARp LISTING
HEADING LINE NO 1 IS -
' HARVESTON: PHASE 2: La[. P-2
N£A~ING LIN¢ NO 2 IS -
ESAZ MOtNlAfA~, PE, 03/04/2003
~ HEADING GINE NO 3 IS -
-0 P D
5 1 5 P
PAGE
NO 2
1 9
WATER SURFACE PROFILE
- ELEM ENT CAIip LISTINC
' ELEMENT NO 1 IS A SYSTPM OUTLET .
U/S OATA STATION INVERT SECT W S ELEV
3003.46 1064.89 18 lOfi~.93
ELpAENT NO 2 25 A REACH ' ~ •
' 0/S DATA STATION INVEAT SECT N PADIUS ANGLE ANG PT MAN H
1013.53 1066.]5 iB 0.013 0.00 0.00 0.00 0
ELEMENT NO 3 IS A SIINCTION • • • • . . .
O/S DATA STATION INVERT SECT LAT4 LAT-2 N Q3 Qq INVERT-3 INVEAT-4 PHI 3 PNI 0
101~.12 lO6fi.8]
18 38 0 0.013 B.8 0.~ 1066.55 0.00 68.24 0.00
' ELEPOVT NO 9 IS A REACH '
U/S DATA STATION INV£RT SECT N RApIUS ANGLE ANG PT MAN H
1028.59 3068.53 18 p.013 0.~0 0.00 0.00 0
ELFIAENT NO 5 IS A REACH ` • •
U/5 DATA STATION SNVERT
SECT N AAIIIUS ANGLE ANG PT MAN H
' 3051.11 10]1.80 1B 0.013 0.00 5].4] 0.00 0
°LF:NENP NO 6 IS .
A AEACH •
~
I1/5 DATA STATION INVERT SECT N AApIUS ANGLE' ANG FT NAN H
1~61.41 1a~3.62 18 0.013 0.00 o.oa 0.00 0
, ELEMF.NT NO '1 IS A SYSTETI HEADWOA%5 ~ .
U/5 DATA STATION INVERT SECT W S ELEV
1061.61 1093.29 18 0.00
NO EOIT ERHOHS ENCOUNTEAED-COMPOTATION IS NOW BEGINNING
`" WARNING N0. 2"' - WATEA SORPACE ELEVAT ION GIVEN 25 L ESS THAN OR £QOALS INVEAT ELEVATION IN "r1OWKD5 , W.S.ELEV = INV t OC '1L ICEYJSEE: R.B.F. 6 D
O ASSOC. - SAN DIEGO pO515P pAGE 1
WATEA SORFACE PAO?ILE LIS TING
~ HARVESTpN: PNASE 2: LaL F-2
FJA2 MOlWlIlMO, PE , 0]/06/2D03
STATION INVERT DEPTH W.S. q VEL V8G ENERGY SUPER CRITICAL HGT/ HASH/ ZL NO AVBPA
, ELEV OP PLOW ELEV HEAp GHO.iL. ELEV DEPTH -IA ID NO. pIER
L/ELEM 50
vruu~.~:u~a~uu
~.~~.r~r~veeu~u««..
.~~uuuu~u SF AVE
..ruu~ HF
r.~~ru~~rRr
Reee«r~ NOAM -EPTH
u~.~«u~~~~uuu
.r~~~arr
~uuu~ 2R
u.e~r~~
u~~:
1003.96 1064.89 2.540 306].930 21.0 12.28 2.342 3069
]]2 0
00 1
¢~6 L
50 0
00 0 00 0 0
00
' io.oo ~.14499 .042fi]6 .
0.43 . . 0 A90 . .
0 .
.00 .
iov.ss iaee.as i.sio ioso.eso n.a iz.ze z.saz iovo.zoz o.oo i.a~e iso o.oo o. oo 0 0.00
.nmcT sxx o.iaaes .ozeeis a.ia o. oo
, 101].12 1066.80 3.836 30]0.]O6 12.9 ].3D 0.828 10A.534 0.00 1.348 1.50 0.00 0. 00 0 0.00
4.36 0.14536 .p15081 p.0~ 0.590 0. 00
10Il.98 lOfi].50 3.2"I1 10]0 AiC 12.9 "/.30 0.828 30]..fi02 0.00 1.348 1.5~ 0.00 0. 00 0 0.00
, HYDRAULIC SUMP 0. 00
1W1.08 306].5~ p.643 1068.146 12.9 1].89 t.993 1093.089 0.00 1.348 1.50 0.00 0. 00 0 0.00
].OE 0.14536 .09956i 0."10 0 S90 0. 00
1029.54 1068.53 0.65] 1069.1ei 12
9 1v
32 9
656 1003
643 0
00 1
348 1
.
. . . . . .50 0.00 0. 00 0 0.00
' S.fiS 0.19986 .091021 0.51 0.53G p. 00
1034.19 1069.35 0.6"i5 30]0.024 12.9 16.A 4.33fi 1094.360 O.GO 1.398 L50 0.00 ~. 00 p G.00
S.]0 0.1948f .05129] 0.4] p.590 0. 00
' 1039.9] 100~.19 0.001 10~0.888 1].9 15.9] I.9I8 1004.826 0.00 1.398 1.50 0.00 0. 00 0 0.00
4.53 0.144?2 .0]1526 0.32 0.59a 0. 00 /~'^
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Page 1 of 2
; ~: -
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'
C;Ipdafa1151006271627LATF2.0UT
' ~ IOa4.50 10'I0.89 O.J2'1 10'l1.569 12.9 15.18 3.S16 10'15.105 p.00 1.348 1.50 0.00 0.00 0 0.00
3.63 0.16488 .062949 0.23 0.590 a.00
1008.1] 30]1.3] 0.'155 10'12.123 12
9 14
48 3
255 10"15
3]8 0
00 1
36
. .
.
. . .
8 1.50 0.00 0.00 0 0.00
' ].98 0.14488 .055455 0.1~ 0.590 0.00
3051.11 10'l1.80 0.~84 10]2.584 12.9 13
80 2
956 30]5
540 0
00 1
368
.
.
. . . 1.50 ~.00 0.00 0 0.00
0.40 0.1"]6"]0 .04268 0.02 0.550 Q.Oa 'vLICENSEE: >
4 R.B.F. S A5500. - SAN -IEGO FOSISP PAGE 2
WATEA SURFAC¢ PAOFILS LI STING
' HAA VESTON: PHASE 2: Lat , F-2
£JA Z MOHAt9M~, Pe, 03/04/200J
STATION INVERT -EPTI{ W.S. Q VEL VEL ENERGY S[1PER CRITICAL HGT/ HASE/ ZL NO AVBPR
ELEU OF FIAW ELW HEAD CAD.EL. ELEV DEPTH -IA ID NO. PIER
' L/ELEM
u..~~..u 50
u~.uu~
.ru~~:u
...~:..~.....r
r~ur.« SF AVE HF
..~...~.r.....«~.....~..
...«r~ N02M DEPTH
«~......~~~~r~u~u
...«~
~.~.~.~. 2R
.....
»r~.
u...
1p51.51 1~01.8"1 0.090 1002
661 12
9 13
6> 2
900 1005
561 0
00 1
. . .
.
. . .398 1.50 0.00 0.00 0 0.00
1.80 0.1]6]0 .04J608 0.09 0.550 0.00
' 1053.31 10'12.19 0.821 10]1.010 12.9 13
O1 2
636 10'15
646 0
00 1
348 1
0
.
.
. . . .5 0.00 0.00 0 0.00
3.54 0.1]6~0 .042~11 D.O6 0.550 0.00
lO5G.85 30"12.4fi O.B53 30'l3.314 12.9 12.4J 2.398 30J5.]12 0.00 1.348 1.50 0.00 0.00 0 0.00
' 1.32 0.1"l6i0 .03"1103 0.05 0.550 0.00
1056.10 10v2.69 ~.88~ 10~3.581 12
9 11
B5 2
ll9 10]5 A60 0
00 1
348 1
. .
. . . .50 0.~0 0.0o D 0.00
1.12 ~.1]6'!0 .032810 0.04 p.550 p.00
' 105].29 30]2.89 0.924 3093.816 12.9 11.30 1.981 1005.>9> 0.00 1.398 1.50 0.00 0.00 0 0.00
0.96 O.llfi]0 .029092 0.03 0.550 0.00
lO5B.25 lOJ3.06 0.962 1004.p24 12.9 30.0] 1.800 30]S.B24 0.00 1.340 1
50 p
D~ 0
00 0 0
~0
' 0.81 0.1~6~0 .025815 0.02 0.550 . . .
0.00 .
3059.06 10~J.21 1.003 1094.209 12.9 30.26 1.635 10]5.094 p.00 1.348 1.50 0.00 0.00 0 0.00
0.69 0.196~0 .022965 0.02 0.550 0 A~
, 1059.]5 10]1.3J 1.04] 10'/9.3'/3 12.9 9.v9 1.988 10]5.861 0.00 1.34B 1.5~ 0.00 0.00 0 0.00
0.55 O.lOfi]0 .020493 0.01 0.550 0.00
1060.30 30'13.42 1.095 10]6.520 12.9 9.33 1.353 1p~5.8'13 0.00 1.340 1.50 0.00 0.00 D 0.00
, 0.96 0.1"16"/0 .p18399 0.01 0.550 0.00
1060."]6 10]3.5: 1.196 30~4.fi51 12.9 8.90 L229 10]S.BBD 0.00 3.348 1.50 0.00 0.00 0 0.00
0.33 0.1"i6~0 .016516 0.01 0.550 0.00
' 1061.09 1003.56 1.206 1004.]68 12.9 8.49 1.118 1045.886 0.00 1.348 1.50 0.00 0.00 0 0.00
0.23 0.19600 .p19992 0.00 0.550 0.00 "iLICENSEE: V
n R.B.F, b ASSOC. - SAN -IEGO FOS15P PAGE 3
WATER S[]AFACE pAOFILE LLSTING
HAAVESTON: PHASE 2: LaL F-2
' ESA2 MOIIPSAIAD, PE, D3/04/2003
STATION INVERT DEPTH W.S. Q VEL VEL ENERGY S[IOEA CRITICAL HGT/ BASE/ ZL NO AVHPR
ELEV OP FLOW ¢LEV HEAD GAL.EL. ELEV -EPTH ~IA ID N0. PIER
WELEIA 50 SF AVE HF I.OAM pEPTH ZR
, 1061.32 1003.60 1.269 19]4.893 12.9 8.09 1.016 10]5.889 0.00 1.348 1.50 0.00 0.00 0 0.00
0.09 O.ll6~0 .013]98 0.00 ~.550 0.00
' 1061.41 10~3.62 1.348 10]4.968 12.9 9.91 0.923 30]5.H91 0.00 1.34B 1.50 0.00 0.00 0 0.00
1061.61 10~3.29 1.348 3099.fi38 12.9 ~.~1 0.923 10]5.561 0.00 1.348 1.50 0.00 0.00 0 0.00"¢
' I~SEL ~ ~u7s S~,I t fO.a) (o.~a~)
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' ~ ~U7J. j5 s
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Page 2 of 2
II
'!
C:Ipdatah 51006271627 LATF3.0 UT
"vDATE: ]/ Y/2003 ~ ~~ ~ -~-~~
TIME: 1'1:12
' FOS15P
WATEA SOItFACE ppOFILE - CHIWNGL OEFINITION LISTING PAGE 1
CAAU SECT CFW NO OF AVE PIEA HEIGHT 1 HASE ZL ZA 2NV Y~1) Yf2) Y(31 Y(4~ Y~5) Y161 Y(0) Y
8
CO~E NO TYP£ YIERS 1 Y~9) y~10)
1
WIIITFl ~IAMETEA WIDTH OROP
' cn iB a 1.50
CD 29 4 2.00
CD ]0 4 2.50
CD 36 4 3.00
' a F 0 5 1 5 P i
PAGE NO ]
~ ' WATEA SURFACE pROPILE - TITLE CAAO LISTSNG
HEA[IING LINE NO 1 IS -
HAHVESTON: PHASE 2: LAT. F-3
' HEADING LINE NO 2 IS -
EJA2 MONAMMA~, PE, 03/04/2003
HEAOING LINE NO 3 IS -
' ~ F 0 5 1 5 P PAGE NO 2 1
WATEA SONFACE PROFILE - ELEME[TP CAItO LISTING
ELEMENT NO 1 I$ A SYSTEM O~TLET ' ' •
U/5 DATA STATION INVERT SECT W 5 ELEV
. 3002.'i9 10~1.86 19 10"13.5'1
~
<
ELEMENT NO 2 IS A AEACH ` * ~
U/S ~ATA STATION INVEAT SECT N AAp30S ANGLE ANG PT naN H
3016.94 10~9.68 18 0.013 0.00 0.00 0.00 0
ELET'~ENT NO 3 IS A SYSTEM HEADWOHI(S ' .
O/5 OATA STATION INVERT SECT W S EuEV
1016.99 10'19.68 18 0.00
NO EDIT ERRORS ENCOWTERED-COMPUTATION IS NOW BEGINNINC
"' WAANING N0. 2"- WATEF SURFACE ELEVATION GIVhN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOWKOS, W.S.ELEV = INV + IX1 '1LICENSEE: R.B.P. 6 4
aA550C. - SAN DIEGO FORSP PAGE 1
WATER SURPACE PROFILE LISTING
HMVEST~N: o~E 2: WT. P-3
FJAZ MOHAttMAD, pE, 03/04/2003
STATION INVERT DEPTH W.S. Q VEL VEL EIERGY SUPEA CAITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAO GAD.E . ELEV DEPTH OIA iD NO. PIEA
L/ELEM 50 gv
.~.~.....~....«...a.....~ ..............
........
...«
... . AVE
.«...... H
..... P
.....
....«.
u«..... NORM DEPTH
...........
».....
«.«. $R
».....
....
.....
1002 .]9 30]1.86 0.364 1002 .22a 0.0 21 .15 fi.995 30"19 .169 0.00 1.024 1.50 0.00 0.00 0 0.00
0 .98 0.552fi5 .259531 0 .25 0.300 0.00
3003 .09 10]2.90 0.369 10]2 .]68 0.0 20 .A fi.660 1009 .a28 0.00 1.024 L50 ~.00 0.00 0 0.00
1 .8) 0.55265 .235528 0. 44 0.300 0.00
1005 .64 10]3.43 0.381 30]3 .814 ].0 19. '12 6.03] 10~9. 851 0.00 1.024 1.50 0.00 0.00 0 0.00
1 .59 0.55265 .206015 0. 32
0.300
0.00
1009 .18 30~4.29 0.395 1004 .683 ~.0 18. 62 5.498 1080. 181 0.00 1.024 i.5o 0.00 O.oO o o.oo
1. 31 0.55265 .1802"!8 0. 29 0.340 0.0a
1008. 99 10]5.01 0.906 SO'15. 919 ].0 1]. 95 5.002 3080. 421 0.00 1.024 1.50 0.00 0.00 0 0.00
1. 12 0.55265 .15]616 0. 18 p.300 0.00
1009. 61 10"15.63 0.422 10'16. 050 ].0 1]. il 4.598 3080. 598 0.00 1.026 1.50 0.00 0.00 0 0.00
0. 96 0.55265 .13]950 0. 13 0.300 0.00
1010. 50 1096.16 0.4]] 10]6. 595 ~.0 16. 32 4.139 1000. ]29 0.00 3.024 1.50 0.00 0.00 0 0.00
G. B3 p.55265 .120160 0. 10
0.300
0.00
1011. 40 30]fi.fi2 0.452 1~09. 0"12 ].0 15. 56 3.'159 1080. 829 0.00 1.024 L50 0.00 0.00 0 ~.00
0. '13 0.55265 .105"115 0. 08 0.3~0 0.00
3012. 13 10]0.02 0.460 10']]. 491 ]A 19. Q3 3.915 1080. 906 0.00 1.W4 1.50 0.00 0.00 0 C.00
0. 60 0.55265 .092624 0. 06 O.JOG 0.00
1012. ]~ 10"1].3] 0.985 3099. 860 ~.0 14. 14 3.105 lOB0. 965 ~.~0 1.029 1.50 0.~0 0,00 0 Q.00
0. 56 0.55265 .OB1161 0. 05 0.30G O.pO
1013. 33 30]).65 0.502 3048. 188 O.p 13. 43 3.825 1081. 013 0.00 1.02G 1.50 0.00 0.00 0 O.OG
o.
~:A.H.F. so o.sszes
5 ASSOC. - SAN -IEGO
FO>1 .o~iiia
5P o. oa o.300 0.00
PAGE 2
Page 1 of 2
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, C:lpdata1151006271627LATF3.0UT
WATEA 5[1AFACE PROFILE LISTING
HARVES'1~~N: PHASE 2: LAT. F-3
ESAZ MOHATIIM~. PE, 03/O4/2003
STATION INVERT
ELEV DEPTH
OP piqW W.S.
ELEV Q VEL VEL
HEAp EN£FbR
GA-.EL. S~PEA
ELEV CAITICAL
DEPTN HGT/
DIA BASE/
iO N0, ZL NO AVHPA
pIEA
L/ELa'i
......... 50
...u.e~..
......«.
~..u~u«
.e .........
....... S~ AVE
........ NP
...........
~...... NOAM ~EPTH
.«~..........~..........
........ ZR
......
e..
u~...
301].eJ 30"/~.96 0.520 10'lB.480 ].0 12.8~ 3.5')1 lOe1.p51 0.00 1.02< 1.50 0.00 0.00 0 O.Op
0.94 0.55265 .062311 0.03 0.300 0.00
103a.29 1008.20 0.538 30]8.091 ].0 12.2fi 2.J34 lOB1.005 0.00 1.024 1.50 0.00 0.00 0 p.00
0.38 0.55265 .OSQ631 0.42 0.300 0.00
1014.65 10~8.42 O.i58 lOt8.9~4 ~.0 ll.69 2.121 1~81.095 0.00 1.024 1.50 0.00 0.00 0 0.00
0.35 0.552fi5 .OA]93C O.D2 0.300 0.00
1015.00 10'lB.61 0.5"IB 10]9.183 '1.0 11.15 1.929 1081.112 0.~0 1.~24 1.50 0.00 0.00 0 0.00
0.30 0.55265 .092052 0.01 0.300 0.00
1015.30 10]8.~"/ 0.599 30]9.3"I1 '!.0 10.62 1.]52 3081.123 0.00 1.0]4 1.50 0.00 0.00 0 0.00
0.29 0.55265 .03fi89~ 0.01 0.300 0.00
1015.5~ 10'18.92 0.620 30]9.541 ~.0 1~.13 1.594 1081.135 0.00 1.024 1.50 0.0~ 0.00 0 0.0~
0.23 0.55265 .0323'1~ Q.al 0.300 0.00
1015.80 10~9.05 0.643 10~9.693 ~.0 9.66 1.44B 1001.141 0.00 1.024 1.50 0.00 0.00 0 0.00
0.21 0.55265 .02845~ 0.01 0.300 0.00
1416.01 10]9.16 0.66~ 30"19.831 ~.0 9.21 1.31'1 3081.148 O.DO 1.024 1S0 0.00 0.00 0 0.00
0.18 0.55265 .025030 0.00 0.300 0.00
1016.19 10i9.26 O.fi92 10]9955 0.0 BAB 1.198 3081.15? 0.00 1.024 1.50 0.00 0.00 0 0.00
D.15 0.55265 .p21996 0.00 0.30~ 0.~0
3016.39 30"19.35 O.~1B lOB0.06'1 ].0 9.3"/ 1.OB9 1081.156 0.00 1.024 1.50 0.~0 0.00 ~ 0.00
0.14 0.552fi5 .019353 0.00 0.300 0.00
1016.48 1009.92 0.~45 lOBG.lfi9 ~.0 9.90 0.989 1081.158 0.00 1.029 1.50 0.00 0.00 0 0.00
0.11
D A,B.F. fr A 0.55265
SSOC. - SAN DIEGO
FOS1 .010043
5P 0.00 0.300 0.00
pAGE 3 'iLICENSEE: o
WAiEA SUAFACE PROFILE LISTING
HAAVESTON: PHA SE 2: LAT. F-3
E,TA2 MOHNMAD. PE, 03/D4/ 2003
STATION INVHkT
ELEV -EPTH
OP PLOW W.S.
ELEV Q VEL VEL
HEAII ENEAGY
G[tD.EL. SIIPEA
ELEV CAITICAL
DBPTN HGT/
DIA BASE/
ID N0. ZL NO
PIER AUBPR
L/ELEM
~....««.. SO
.r.~......
.«rr~...
.......».
...~u~....
......~ SF AVE
~....... HF
...~.......
..u.~~ NOAM DEPTH
~~~.~.....«..u~~~
~~~....
.......r ZR
....~.
.....
~r~~
1016.59 3009.49 0.094 1D80.261 0.0 ].61 O.B99 3081.160 0.00 1.W6 1.50 0.00 0.00 D 0.00
0.10 0.55265 .015024 0.00 0.300 0.00
1016.69 30"19.54 0.004 3080.344 ~.0 ].25 O.Bll 1081.161 0 A~ 1.024 1.50 0.00 0.00 0 0.00
0.08 0.55265 .013298 0.00 0.300 Q.00
1016."1~ 1009.58 0.635 lOBG.419 '1.0 6.92 0.]43 lOB1.162 0.00 1.W4 3.50 ~.00 0.00 0 0.00
0.06 0.55265 .011692 0.00 0.300 ~.00
lO1fi.B3 10"19.62 0.868 1080.488 "1.0 6.60 ~.696 1081.164 0.00 1.024 1.50 0.~0 0.00 0 0.00
0.05 0.55265 .a30339 0.00 0.300 0.00
1016.88 3099.65 0.903 108~.550 9.0 6.29 0.619 !081.164 0.00 1.024 1.90 0.00 0.00 0 0.00
0.03 0'.55265 .009151 0.00 0.300 p.00
lOlfi.91 10"19.fifi 0.9i1 1080.606 ].0 6.00 0.559 1081.165 0.00 1.024 1.50 0.00 0.00 0 0.00
0.02 0.55265 .008115 0.00 0.300 0.00
1016.93 30]9.68 0.980 1080.65~ ].0 5.02 0.508 1081.165 0.00 1.GY4 1.5~ 0.00 0.00 0 0.00
0.0! 0.55265 .00~201 0.~0 0.300 G.00
1016.94 SO]9.68 1.024 1080.]04 ].0 5.45 D.461 3081.16: O.OC 1.W4 1.50 Q.00 O.OG 0 0.00`i
[,~s~-z~ ~
P
/Q~S~. /(05 f t0, ~~~~.el~'~~
' ~ /Ud 1, ~6
Page 2 of 2
~3
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' C:lpdata1151006271627LATF4.0UT
"iDATE: 0/ ]/2003
TIME; 1'l:21
' F0515P
WATZA SIRtFACE PROFILE - CHANNEL OEFINITION LISTING PAGE 1
CAltD SECT CHN NO OF AVE PIEA lI6IGH T 1 HASE ZL ZR INV Y1 11 Y~2) Y!3) Y14) Y(5) Y(61 Y( ~) Y(87 Y19) Y130)
COD2 NO TYPE PIERS WIIYI'FI DIAMSTER WIOTH DROP
' CO 10 4 1. 50
CD 24 a z. oo
CD 30 4 2. 50
CD 36 4 3. 00
' -0 F 0 5 1 5 P
PAGE NO
3 ~ -0
' WATEA SUAFACE PPOFILE - TITLE CAPD LISTING
HEADING LINE NO 1 IS -
NARVES'roN: PHRS£ 2: LAT. F4
' riEAD2NG LINE NO 2 IS -
ETxz nOxnn~w~, PE, 03/04/2003
HEApIN6 LINE NO 3 IS -
' -0 p 0 5 1 5 P pAGE NO 2 1 ~
WATEA SURFACE pAOPILE - ELEMERP CIil2D LISTING
ELtilIQiT NO 1 IS A SYSTEM OOTLET ' ' ~
O/5 -ATA STATION INVERT SECT W 5 EL6V
' 3002.90 10~1.24 24 1~'15.29
ELEMENT N~ 2 IS '
A REACH .
'
U/5 DATA STATION INVERT SECT N AA~IUS ANGLE ANG PT MNd H
1008.35 io]1.24 24 0.013 0.00 0.00 0.00 0
ELEMENT NO 3 IS A AEACH • • +
' U/S OATA STATTON INVERT SECT N AADNS ANGLE ANG Yf lIAN N
1025.50 10]1.33 29 0.013 0.00 21.83 0.~0 0
EL£MENT NO 4 IS A REACH ' • ~
U/5 DATA STATION INVEAT SECT N RdDIUS ANGL£ ANG PT MAN H
' 1102.89 10']1.]1 24 0.013 0.00 B.]5 0.00 p
ELEP:ENT NO 5 IS A R¢ACH
U/S -ATA STATION INVERT SECT N RA-IDS ANGLE ANG PT MAN H
1ll9.65 10]2.09 24 0.013 0.00 0.00 O.DO 0
ELEMF.IJT NO 6 IS A A£ACH * ' '
' U/S OATA STATION INVEAT SECT N RMIUS ANGLE ANG PT MAN H
1295.99 3092.43 24 0.013 O.Oa 86.05 0.00 0
ELEMENT NO ] IS A AEACH ` • ~
0/5 ~ATA STATION INVEAT SECT N RApIUS ANGLE ANG PT HAN H
1449.01 10]3.~5 24 0.013 0.00 13.60 0.00 1
, £LEMENT NO 8 IS A AEACH
U/S OATA STATION IIdVEAT SECT N RApIUS ANGLE ANG PT NAN H
1603.92 10]6.22 24 0.013 0.00 22.35 O.DO 0
ELEMBNT NO 9 IS A AEACH • * +
U/5 -ATA STATION INVEAT SECT N AADNS ANGLE ANG PT MAN H
' 1631.26 30]<.36 2a 0.013 0.00 0.00 0.00 D
ELEMENT NO 10 IS A REACN ~ ~ +
O/5 DATA STATION SNVERT 5¢CT N RMIUS ANGLE ANG PT nAN H
1639.66 10]6.40 2G 0.013 0.00 23.J8 0.00 0
' ELEMENT NO 11 IS A AEACH ' ~ -
~/5 DATA STATION INVEAT SECT N RADIpS ANGLS ANG PT MAN H
1660.01 10]C.50 24 0.013 0.00 ~.00 0.00 0
ELEMENT NO 13 IS A SYSTEM HEAlW]OPKS ` •
U/S ~ATA STATION INVERT SECT W S ELEV
1660.01 10]4.50 24 0.00
' NO EUIT EAApAS ENCO UNTERE--COMPIITATION IS NOW BEGINNING
.
^ WARNING N0. 2' - WA3ER SUAFACE ELEVAT ION GIVEN IS LE55 THAN OA EQOALS INVEAT ELEVATION IN H~WKDS, W.S.ELEV = INV + DC '1L ICENSEE: R.B.P. S '~
DASSOC. - SAN ~IEGO FOS15P PAGE 1
WATEA SOAFACE PAOFILE L:STINC
NAFVES'fON: pHASE 2: LAT. Pd
' EJA2 MOHAMMn-, PE , 03/04/ 20~3
STATION S.WERT -EPTH W.S. Q VEL VEL EIdEAGY SOPEA CRITICAL HGT/ HASE/ 2L [i0 AVBPA
ELEV OF FLOW ELEV HEAD GM.EL. ELEV DEPTH ~IA ID NO. P3EA
' L/ELEM SO SF AVE NP N~RM ~EpSH ZA
1002.90 10A.29 9.OiG 100i250 B_6 2J9 0.116 10]5.906 0.00 1.096 2.00 0.00 0.00 G 0.00
5.45 O.OOOOC .001995 ~.01 0.000 0.00
, 1008.35 30~1.24 4.059 1~~5.298 8.6 2.~4 0.116 14]5.919 0.00 1.046 2.00 O.VG 0.00 0 0.00
ll.15 0.0052: .001445 0.02 1.030 0.00
-- ------ - ~
---
' Page t of 2
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C:Ipdatali 51006271627 LATF4.0 UT
1025. 50 10]1.]3 4.006 10"l5.3J4 8.6 2.]4 O.llfi 30]5.450 0.00 1.096 2.00 0.00 0
00 0 0
00
' ~'1. 39 0.00491 .OOli<5 0.33 1 .050 .
0.00 .
11D2. 89 10]1.]1 3.'143 10]5.453 B.fi 2.]4 0.116 10'IS.Sfi9 0.00 1.046 2.00 0.00 0.00 0 0.0~
'11. ]6 0.00508 .OO1E95 0.11 1. 040 0.00
' 11~0. 65 1003.09 3.4t1 1~OS.SfiI 8.6 2.~4 0.116 10'15.61] 0.00 1.046 2.00 0.00 0.00 0 0.00
~ 68. 14 O.OOa99 .001445 0.30 1. 042 0.00
1265. ]9 10]2.43 3.253 10'i5.683 8.6 2.]4 0.116 10]5.~99 0.00 1.~4fi 2,00 0.00 0.00 0 0.00
' 203. 22 0.00502 .001445 0.29 1. 040 0.00
1499. 01 SO'13.45 2.561 10'15.991 8.6 2.]4 0.116 10"16.10'! 0.00 1.046 2.00 O.OC 0.00 0 0.00
154. 91 0.00999 .001445 0.22 1. 043 0.00
' 1603. 92 10~4.22 2.00~ 30]6.22] B.6 2."I6 0.116 1096.363 0.00 1.046 2.00 0.00 0.00 0 0.00
1. 8~ 0.00512 .001432 0.00 1. 034 0.00
1605. "!2 10]6.23 2.000 SO]6.229 8.6 2.09 0.116 10]6.345 0.00 1.046 2.00 0.00 0.00 0 0.00
25. 54 0.0~512 .001334 0.03 1. 034 o.aa
' 16J1. 26 3014.36 1.898 30~6258 6.fi 2.]9 0.121 30~6.3]9 O.DO 1.046 2.00 0.00 0.00 0 0.00
8. 40 0.004'!fi .001250 0.01 1. Ofi0 0.00
1639. 66 1094.60 1.866 1006.266 8.6 2.82 0.123 1096.389 0.00 1.096 2.00 0.00 0.00 0 0.00
' 20. 35 0.00491 .001265 0.03 1. 050 0.00 "nL2CEN5EE: o
s A.H.F. 6 ASSOC. - SAN OIEGO FOS15P pAGE 2
WATEA SURFACE PFOPILE LISTING
HARVESTON: PHASE 2: LAT. F4
'
STATION
INVEAT EJAZ
OEPTH HOHN9N~D, PE
W.S. , 03/04/2003
p VEL VEL ENERGY SOPER CAITICAL
HGT/
HASE/
26
NO
AVBPA
ELEV OP PLOW ELEY HEAD GIID.EL. £L£V OEPTH OIA ID N0. PIER
L/ELII1 50 SF AVE HF NORM DEPTH ZR
' ~~.rru
1660. «.
01 .....u.rr
iova.so uu»~~.
1.OB5 .~...~.......
10~6.285 ....r~..
B.fi ~~«e~~uu~....~»ue~~~ru~..~........«......
2.91 0.131. 10~6
416 0
00 1
046 ..~.r .~.u..
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Page 2 of 2
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C:lpdata1151006271627LATF5.0UT
"10ATE: ]/ 9/2003
TI[2:: 1]: 9
POS15P
WATEA SURFACE YROFILE~- CHANNEL -EFINITION LISTING PAGE 1
CAR~ SECT CMi NO OF AVE PIER H¢IGHT 1 BASE 2L ZA INV Y Q) Y{21 Y13) Y14~ Y15~ Y(6~ Y~]) Y(8I Y19) YI30)
CODE NO TYPE PIERS WIDTH DIAMETEIt WIDTF[ DNOP
CD 18 C 1.50
CD 24 4 2.00
CD 30 4 2.50
CO 36 E 3.00 y
'~ F 0 5 1 5 P PAGE NO 3
WATEA SURFACE PRDFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
HPADING LINE NO 2 SS -
HEMING LIN£ NO 3 IS -
o F 0 5 1 5 P
HARVESTON: PNASE 2: LAT F-5
EJA2 MOHAlNMO, PE, 03/04/2003
PAGE NO 2
>
4
WATEA SORFACE PAOFILE - ELEMENP CApD LISTING
ELLMENT NO 1 IS A SYSTEM OUTLET ' • •
ll/S DATA STATION INVERT SECT N S ELEV
1004.21 1068.56 18 10]1.83
¢LEMENT NO 2 IS A REACH ' • '
U/S DATA STATSON INV^AT SECT N RADIOS ANGLE ANG PT MAN H
lO4fi.28 3000.21 18 0.013 0.0~ 0.00 0. 00 0
ELF.MF.NT NO 3 IS A JUNCTION • • ~ • ~ ~ •
U/5 DATA STATION INVERT 5£CT LAT-1 WT-2 N Q3 QG INVERT-3 INVERT-4 PHI 3 PHI 4
3052.61 30]0.46 18 18 0 0.013 3.0 0.0 10'l0.32 0.00 60.0~ 0. 00
ELEMQIT NO 4 IS A REACH ' ~ '
O/5 ~ATA STATION INVERT S!'CT N AAIlNS ANGLE ANG Y'P MAN H
1163.8] 10'iC.83 1B 0.013 0.00 0.00 0. 00 0
ELE4ffidT NO 5 25 A REACH ' ` '
U/S OATA STATION INVEftT SECT N AApIUS ANGLE ANG PT Ml~li H
1332.]9 1081.4] 18 0.013 0.~0 19.95 0. 00 0
ELFMFNT NO 6 IS A JONCTION • ` • ' ` • ~
U/5 OATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVEAT-4 PHI 3 PHI 9
1339.Ofi 3081.51 18 18 0 0.014 3.2 0.0 1081.49 0.00 60.00 0. 0~
ELG]EIdT NO "1 IS A AEACH ' ' ' ~
ll/5 DATA STATION INVERT SECT N RApNS ANGLE ANG PT MAN H
1158.33 1092.39 1B 0.013 O.OG 4.00 0. 00 0
ELEMENT NO B IS A REACH " ' ~ '
U/5 DATA STATION INVERT SECT N RADNS ANGLE ANG PT MAN H
1993.29 1082.65 18 0.013 0.00 89.02 0. 00 0
ZLEMENT NO 9 IS A REACH ` ' '
U/S DATA STATION INV£AT SECT N AADIDS ANGLE ANG PT MAN H
1535.53 1082.96 10 O.a13 0.00 2.60 0. 00 0
ELEMENT NO 10 IS A JUNCTION ' ' • ~ ~ ~ ~
[1/5 DATA STATION INVHRT SECT WT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHS 4
1539.35 1082.99 1B 1B 0 0.019 2.3 0.0 lOB2.9] 0.00 55.~0 0. 00`i o
O F 0 5 1 5 P PAGE NO 3
WATER SURFACE PROFILE - ELIlAENT CAAD LISTING
ELIIA£NT NO 11 IS A R£ACH • • `
U/S DATA STATION IMIEAT SECT N PA~IDS ANGLE ANG PT MIW H
3560.4'1 3083.15 18 0.013 0.00 53.]5 0. ~0 0
ELEMENT NO 12 ?S A RFACH ` ' '
O/5 -ATA STATION INVE3T SECT N RAOIpS ANGLE ANG PT MAN H
156].55 1083.20 10 0.013 0.00 0.00 0. 00 0
ELE.~NT NO 1? IS A SYSTEM NE.NWORKS ' •
U/5 -ATA STATION IQ^lERT SECT W 5 ELEV
156'1.55 3083.20 lE 0.00
NO EDIT ERAOAS ENCOUNTERED-COMPOTATION IS NOW BEGI NNING
" WAANING N0. 2" - WATEA SUAPACE ELEVATION GIVEN IS LE55 TAAH OA EQUALS INVEAT ELEYATION iN HGWNDS , W.S.ELEV = INV + LC '1L ICF3i5EE: R.O.F. S t
~ASSOC. - SAN OIEGO FOS15P PAGE 1
WATER SUftFl~CH PROFILE LSSTING
NAAVESTON: PHASE 2: LAT F-5
EdA2 MOt3!9AA~, PE, 03/~4/ 2003
STATION INVEFT OZPTH W.S. Q VEL VEL ENERGY SllPER CAITICAL HGT/ BA SE/ 2L NO AVBPF
ELEV OF PiqW ELEV READ GRL.EL. ELEV -EPTH DIA iD N0. PIE9
L/ELEM
......« .... 5~
.......
..~~..~x.~~~...«......
........ SP AVE
............... HF
..........
.......~ NORH ~ENH
rr.rr.............
...~....r. -
...... 2R
.«..
....
.~.~.
1004.21 1 068.56 3.200 10A.830 15.1 B.55 1.134 10~2.964 0.00 1.400 1.50 0.00 0.00 0 G.00 /1
Page 1 of 3
i~
' C:Ipdata1151006271627LATF5.0UT
~ 42.0~ 0.0]922 .O]0664 0.8] 0.950 0.00
' 1096.28 30]0.21 2.189 10~2 .699 15.1 8.55 1.i34 30]3.833 0.00 1.408 1.50 0.00 0.00 0 0.00
JoxCT STTt 0.03949 .016966 0.11 0.00
1052.61 10]0.46 3.113 3003 .5~3 12.1 6.85 OJ26 1004.3p1 0.00 1.318 1.50 0.00 0.00 0 0.00
' 39.22 0.03929 .p13169 0.52 a.820 0.00
1091.B3 10]2.00 2.09] 10]4 .09") 12.1 6.85 0.]2B 30'I4.825 0.00 1.318 1.50 0.00 0.00 0 0.00
HYDRAULIC JUMP 0.00
' 3091.83 30]2.00 0.820 30]2. 820 12.1 12.25 2.329 30"15.149 0.00 1.318 1.5~ 0.00 0.00 0 0.00
~2.04 0.03928 .039449 2.84 p.B20 0.00
1163.H9 SO'14.83 0.820 SO]5. 650 12.1 12.25 2.329 109"1.999 0.00 1.318 1.50 0.00 0.00 0 0
00
I ' 5.25 0.03932 .039a49 0.21 0.820 0.00 .
1169.12 ip'/5.06 O.B20 10'15. 656 12.1 12.25 2.329 30]8.185 0.00 1.318 1.50 0.00 0.00 0 0.00
84.00 0.03932 .03~B19 3.18 0.820 0.00
t 3253.12 lOtB.34 0.891 10]9. SB0 12.1 11.85 2.181 1081.361 ~.00 1.318 1.50 0.00 0.00 0 0.00 ~
31.66 0.03932 .OJ4129 1.~8 0.820 0.00
1284.]8 10~9.SB 0.8'15 1080. 959 12.1 11.30 1.982 lOB2.991 O.OD 1.318 1.50 O.DO 0.~0 0 0.00
' 15.89 0.03932 .0301'1] 0.48 0.820 0.00
130D.6] lOB0.21 0.910 1081. 119 12.1 10.'i~ 1.803 3082.922 0.00 1.318 1.50 0.00 0.00 0 0.00
9.99 0.~3932 .026"/18 0.2~ O.B2o 0.00
' 1310.66 1090.fi0 0.946 1061. 550 12.1 10.2) 1.638 1083.188 0.00 1.318 1.50 ~.00 0.00 0 0.00
6.98 0.03932 .~23]02 0.19 0.820 0.00 "vL2CENSEE: o
n R.B.F. S ASSOC. - S AN ~IEGO PO5 15P PAGE 2
WATER SURFACE PH02ILE LI STING
HARVESTON : PHASE 2: LAT ?-5
' EJA Z MOxxnnxn, PE, 03/09/2001
STATION INVERT DEPTH W.S . Q VEL VEG INEAGY SIIPER CRITICAL HGT/ HAS£/ ZL NO AVBPR
ELEV 0P FLOW ELEV HEAD GR~.EL. ELEV DEPTH OIA ID N0. PIEA
L/ELEM .'.SO.'.' .• .' .SF`AVE. HF .` NOAM.D£PTH - ..ZR.
, 131~.fi4 1080.88 0.988 3081. 869 12.1 9.00 1.C91 1083.355 0.00 1.318 L50 0.00 0.00 0 0.00
5.06 0.03932 .02306] 0.11 ~.820 0.00
' 1322.]0 lOB1.08 1.031 1082. 106 12.1 9.34 1.354 1~83.C60 0.00 1.318 1.50 0.00 0.0~ 0 0.00
3."/6 0.03932 .018~]4 0.0'! 0.820 0.00
1326.46 SOB!.22 1.0"1'I 1062. 300 12.1 8.9D 1.231 3083.531 0.00 1.310 1.50 0.00 0.00 0 0.~0
2.]5 ~.~3932 .016"1B5 0.05 0.820 0.00
, 1329.21 3081.33 1.12"! 1DB2. 45B 12.1 8.49 1.120 1083.5"IB 0.00 1.31B 1.50 0.00 0.00 0 0.00
~ 1.92 0.03932 .0150~5 0.03 O.B2~ 0.00
1333.33 3081.41 1.182 3082. 589 12.1 8.09 1.01] 1083.606 0.00 1.318 1.50 0.00 0.00 0 0.00
' 1.19 0.03932 .p13633 0.02 0.820 0.00
1332.32 3081.45 1.249 308'<. 698 12.1 ].'12 0.925 3083.623 0.00 1.318 ].50 0.00 0.00 0 0.00
0.42 0.03932 .012469 0.01 O.B20 0.00
, 1332.~9 1081.40 1.318 1082. i88 121 >.36 0.840 1p83.628 0.00 1.318 1.50 ~.00 0.00 o c.oo
SONCT sxR 0.00633 .011099 0.0> 0.00
1339.06 lOB1.51 2.100 1083. 610 B.9 5.~4 0.39c 1089.00< 0.00 1.155 1.50 G.00 0.00 0 o.oa
' 119.2] 0.00938 .00~1~9 9.86 1.210 0.00
1958.33 3082.39 2.006 1084. 466 8.9 5.04 0.39E 3089.860 0.00 :.155 1.50 0.00 0.00 0 0.00
3C.96 0.00]99 .0~9195 0.25 1.200 0.00
' 1493.29 3082.65 2.345 1084. '/95 8.9 S.OC 0.394 1085.189 0.00 1.155 1.5a 0.00 0.00 0 0.00
C2.24 0.00]34 .OOR99 0.~0 1.IlC 0.00
1535.53 1062.96 2.152 1085. 112 8.9 5.04 0.39C 1005.506 0.00 1.155 1.50 0.00 0.00 0 0.00
JONCT STR 0.00]25 .006i22 0.02 - 0.00 '1LICENSEE: o
' '~R.B.F. & ASSOC - SAN DIEGO FOS1 5P PAG E 3
une vccmnv - ovx co v. r.am eWATER SUAFACE PROFILE GI STING
' Page 2 of 3
~~
C:Ipdata1151006271627LATF5.0UT
, ranz noxni.mnn, ee, o3ioaizoo3
STATION INVERT DEPTH W.S. Q VEL V6L~ BN£RGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
EL£V OP PIAW ELEV HEAp GR~.¢L. ELEV DEPTH -IA IO N0. PIER
L/ELEM 50 SF AVE NF NORM DEPTH ZR
...u.«rr.rW~WU~.......~....~.u~~~~~a.ruuu~~ru..u...r~~..~....«....rru.u~uu~.....~....~..«...r~..urrr~.~....~.......
1539.35 1082.99 2.460 1085.450 6.~ 3.]9 0.223 lOeS.fi]3 0.00 1.002 1.50 0.00 0.00 0 0.00
21.12 0.00'158 .004068 0.09 0.950 0.00
1560.4~ 1083.15 2.421 1085.591 6.] 3.09 0.223 lOB5.094 0.00 1.002 1.50 ~.00 0.00 0 0.00
'1.08 0.00]06 .pOG068 0.03 0.980 0.00
156"I.55 3083.20 2.399 1085.599 6."1 3.'!9 0.223 1085.822 0.00 1.002 1.50 0.00 0.00 0 0.00'v
~sE[rp~ icx~s. 8d~ t ~~.~)f ~,~.aa )
= tU~s, ~?'
---`~'
Page 3 of 3
C:Ipdata1151006271627LAT F6.0 UT
"iDATE: 6/26/2003
TIME: 15:2'!
FOS15P
WATER SOPFACE PROFILE - CHANNEL OEFINITION LISTING PAGE 1
CAM SECT CWJ NO OF AV£ PIEA HEIGHT 1 SASE ZL ZA INV Y(1~ Y~2) Yl3) Y14) Yl5) YI61 Y1~) Y181 Y19) Y1301
CODE NO TYPE PIEFS WI-TH OIAME'PER WI-TH DROP
CD 18 6 1.50
CD 24 4 2.00
CO 30 4 2.50
CD 36 4 3.00 v -0
-0 F 0 5 1 5 P PAGE NO 3
WATEA SUAPACE PAOFILE - TITLE CARD LISTING
HEAUING LSNE NO 1 IS -
FIA[NESTON: PHASE 2: LAT P-6
HEADING LINE NO 2 IS -
EJAZ MOHAHIMD. PE, 03/04!2003
HEAOING LINE NO 3 IS -
a '+
o F 0 5 1 5 P PAGE NO 2
WAT£A SURFACE PAOFILE - EI~SMEN'P CARD LISTING
ELEMENT NO 1 IS A SYSTEM WTLET ' ' '
U/5 DARA STATION INVERT SECT W 5 ELEV
1003.30 1082.99 18 1085.05
ELFSIEWT NO 2 IS A AEACH ' ' '
U/5 DATA STATION ID'VENT SECT N AADIDS ANGLE M`G PT lII+N H
1038.14 1083.16 18 0.013 0.00 0.00 ~.DO 0
ELEMENT NO 3 IS A SYSTFl.A HEADVlOR%S ' '
U/S DATA STATION INVEAT SECT W S ELEV
1038.14 1D63.16 18 0.00
NO EDIT ERRORS ENCOUNTERED-COMP1lTATION 25 NpW HEGINNING
^ WAPNING N0. 2•' - WAT£R WRFACE ELEVATION GIVEN IS LESS T:IAN OR SQUALS INVERT ELEVATION IN HI)WI(DS, W.S.ELEV = INV + ~C "aLICENSEE: R.B.F. 6 <
oAS50C. - SAN DIEGO ~045P PAGE 1
WATEA SllRFACE PROFIL£ LISTING
HARV25TON: PHASE 2: LAT F-6
ESAZ MOHAMN+D, PE, 03/O4/2003
STATION INVEAT OEPTH W.S. Q VEL VEL ENERGY SOPEA CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GAD.EL. ELEV DEPTH ~IA ID N0. PIER
L/ELEFI 50 $P AVE HF NOPM OEPTN ZA
....... ~ ««. «.»... «.... ~. u ............. ~..... «............... u ~. ~.......»...... ~.. «.......... ~..... ~. «....».............,
1003.30 1062.99 2.460 3085.950 2.2 1.25 0.024 1~85.4"14 0.00 0.560 1.50 0.00 0.00 0 0.00
34.84 0.00488 .000439 0.02 0.560 0.00
1038.19 308].16 2.305 1O8i465 2.2 1.25 0.029 1085.489 0.00 0.560 1.50 0.00 0.00 0 0.00"i
w5E[~,a lo8s,y~t'~~~•°~y~(Q..~~
.. (OS S. `J°1 ~
-- ---- -- -~
Page 1 of 1
~ ;. ,
C:Ipdata1151006271627LATF7.0UT
: aDATE: ]/ 9/2003
TIME: I'l:15
POSSSP
WATER SURPACE PROFILE - CHANNEL OEFINSTION LISTING PAGE 1
CARD SECT CF6J NO OF AVE PIEA NEIGHT 1 BASE ZL ZA INV Y111 Y(2) Y~31 Y(6) Y(SI Y16) YI]) YIB) Y19) Y(101
CO-E NO TYPE PIEAS WIDTH OIAMETER WIDTH ~ROP
CD 18 4 1.50
CD 24 4 2.00
CD 30 4 2.50
CD 3fi 9 3.00 '1 0
D F 0 5 1 5 P PAGE NO 3
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
HARVESTON: PNASE 2: LAT F-]
HEA~ING LINE NO 2 IS -
EJAZ MOHNAND, P^c, 03/00/2003
HEADING LINE NO 3 IS -
D F 0 5 3 5 P PAG£ NO 2 1 -0
WATEA SURFACE pAOFIt£ - ELEMQiT CARD LSSTING
EL441~1T NO 1 25 A SYSTEM OUTLET • ' `
U/5 ~ATA STATION INVERT SECT W 5 ELEV
1002.49 1081.50 18 1083.61
ELEI1ENT NO 2 IS A REACH ' • '
U/5 DATA STATION INVERY SECT N RADNS ANGLE ANG PT TIAN H
3031.18 lOB1.65 38 0.013 0.00 0.~0 0.00 0
E'LEMENT NO 3 IS A SYSTEN NEA1WlOAXS ' '
0/5 DATA STATION INVEAT SECT W 5 ELEV
1031.18 1081.65 1B p.00
FO EDIT E'RROFS @:COIINTEAED-COMPUTATION IS NOW HEGINNING
" WAANING N0. 2'" - WATSA SUAPACE ELCVATION GIVEN IS L¢SS THAN OA EqUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + pC "vLICENSEE: A.H.P. & 9
o ASSOC. - SAN DIEGO FOS15P PAGE 1
WATER SOItFACE PAOFILE LISTING
HAHVE'S'tbl:: PNASE 2: LAT F-]
EJA2 M~HA[MWI, PE, 03/04/4003
STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ HASE/ 2L NO AVBPR
ELEV ~P FWW ELEV HEAp GRD.EL. £LEV O£PTN ~IA IO NO. PIER
L/E6Elf 5~ SF AVE HF NOPM ~EPTH ZR
....................................u........n...~~.~..................».»......«.................................3......«..u~.
1002.45 1081.50 2.130 1083.610 6.'1 3.~9 0.223 1093.833 0.00 1.002 1.50 0.00 ~.00 0 0.00
28.69 0.00523 .004068 0.12 1.090 0.00
1031.18 1091.fi5 2.0]] 1003A20 fi.~ 3.~9 0.223 1083.950 0.00 1.002 1.50 0.00 0 AO 0 0.00'i
~,c~S~"L ~ = l D~'S~. ~~~ ~' (~•~ J~ ~,.~~3~
~ iv8~. fp"
Page 1 of 1
,~ ,
1
I'
C:lpdataN51006271627LiNEI.OUT
"iDATE : ]/ J/2003
TIME: 15:35
' FOS15P
WATER SORFACE PROFILE'- CNANNEL OEPINITION LISTING PAGE 1
CAA~ SECT CHN NO OF AVE PIER HEIGHT 1 eASE ZL ZR INV Y111 Y121 Y(3) Y14) Y(51 Y~6) Y~]) Y181 Y197 Y110)
COOE NO TYPE PIERS WIDTH -IAMETEA WIDTH DHOP
CO 18 4 1.50
' CO 34 4 2.00
C~ 30 4 2.50
C~ 3fi 4 3.00 y
J P 0 5 1 5 P PAGE NO 3
^ WATEF SlRtFACE PAOP ILE - TITLE CARO LISTING
HEADING LINE NO 1 IS -
HEADING LINE NO 2 IS -
HEADING LINE NO 3 IS -
o F 0 5 1 5 P
HARVES'1CIN: PHASE 2: LINE I
D
EJA2 HOHAlT1A0, YE, 06/02/03
PAGE NO 2
9
WATER SllRFACE PROFILE - ELE.~NT CARO LISTING
£L&ffiiT NO 1 IS A SYSTFIA OUTLET ` ' '
O/5 DATA STATION INVCNT SECT W 5 ELEV
10~0.00 1092.58 30 3095.08
ELEMENT NO 2 IS A REACN ` ' '
ll/S DA^A STATION INVERP SECT N RADNS ANGLE ANG PT MAN H
1015.30 3092.'IS 30 0.013 0.00 0.00 0. ~0 0
ELEMENT NO 3 25 A RFACH ` ' '
U/5 DATA STATION INVEAT SECT N RADIUS ANGLE ANG PT MAA H
1022.65 1092.83 ' 30 0.013 0.00 19.25 ~. 00 0
ELEMENT NO 4 25 A RFACH " ' ~
U/5 ~ATA STATION INVEAT SECT N AAOIUS ANGLE ANG PT MAN H
1153.51 1094.2~ 30 O.OlI 0.00 0.~0 0. 00 0
EuEMENT NO 5 IS A REACH • • '
U/S DATA STATSON :NVCRT SECT N AAOIOS ANGuE ANG PT MAN X
1301.99 3095.90 30 0.013 0.00 8.96 0. 00 1
ELEMENT NO 6 IS A REACH ' ' '
O/5 DATA STATION INV£FT SECT N iF~IUS ANGLE ANG PT HFNI H
1403.32 109"I.O1 30 ~.013 0.00 0.00 0. 00 0
ELEMENT NO ] IS A REACH ` ` `
O/S DATA STATION INVEAT SECT N [tA~I05 ANGLE ANG PT MAN H
1990.63 3090.42 30 0.013 0.00 95.00 0. 00 0
ELEMENT NO B IS A REACH ' ` ` ,
U/5 OATA STATION INVEAT SECT N RADIUS ANGLE ANG Pt MAN H
1950.20 109~.53 30 0.013 0.00 0.00 0. 00 0
ELEMENT NO 9 IS A SYSTEM HEADWOAXS ' •
U/5 OATA STATION INVEAT SECT W 5 ELEV
1450.20 109].53 30 0.00
NO EDIT ERAORS E'~.CDUNTER£O-COMP[]TATION IS NOW HEGINNING
" WARNING N0. 2^ - WATER SURFACE ELEVATION GIVEN IS LESS TNAN OA EQUALS I[vNEAT ELEVATION IN HOWK-5, W.S.ELEV = INV + W"iL ICENSHE: R.B.F. & o
o ASSOC. - SAN DIEGO FOS15P PAGE 1
WATEA SllRFACE PROFILE LT STING
HAAV£STON: PHASE 2: LINE I
ESAZ MOHN9M.~, PE, 06/02/03
SiATION INVERT DEPTH W.S. Q VEL VEL E'NERGY SIIPER CRITICAL HGT/ HASE/ 2L NO AVBPR
ELEV OF FLOW 6LEV HEA[l GRO.EL. ELEV -EPTH OIA 2~ N0. PIER
L/ELEM 50
....~ ..............
.......:..«.....::....
.........
....« SF AV£
..».:: HP
«.........
....... NORM ~£PTH
u....«:.:.«......
.......
........ ZR
...~.
....
.....
1000.00 1092.58 2.500 1095.~9~ 21.] 4.92 0.303 1095.383 0.00 1.504 2.50 0.00 0.00 0 ~.00
0.00 0.0112fi .0~2~"15 O.OG 1.206 0.00
1000.00 3092.58 2.50~ 1D95.~B~ 21.] C.62 ~.303 1095.383 0.00 1.589 2.50 0-00 0.00 0 OAO
15.10 0.01126 .~02595 0.04 1.246 0.00
1015.10 1C92.~5 2.359 1~95.104 21."1 4.53 0.318 1095.622 0.00 1.589 2.50 0-00 9.OG G 0.00
4.55 O.OlOfiO .0~2431 0.02 1.Y'10 0.00
SW2.65 1092.83 2.209 1095.109 21.9 4.62 ~.]32 1095.451 0.00 1.584 2S0 0.00 0.00 G D.00
12.J3 0.01100 .002523 0.0? 1.255 0.00
1434.98 1092.9~ 2.141 1095109 21A 6.85 ~.365 1095.9'i2 0.00 1.584 2.50 _Q.W 0.00 0 0.00
9.13 0.01100 .002"126 0.02 1.255 0.00
~~
Page 1 of 2
t... €f ' , 'i. - ~
C:Ipdafalt 51006271627LI N E I.0 UT
ioaq.ii 1093.00 z.ozs 3095.095 zi.v s.oe o.aoi 109i496 a.aa i.sea z.so o.oo o.oa o a.aa
a.ii 0.01100 .~02910 o.oi i.zss o.oo
1048.22 1093.11 1.980 1095.091 21.] 5.20 0.430 3095.531 0.00 1.584 2.50 0.00 0.00 0 0.00
HYD2AULIC u'UMP ~ G.00
1048.22 1093.11 1.256 1094.36~ 21.'! 9.]9 1.199 3095.566 0.00 1.584 2.50 ~.00 0.00 0 0.00
105.29 0.01100 .013003 1.16 1.255 0.00
1153.51 1094.2] 1.25] 3095.52] 23.~ B.~B 1.198 3096.]25 0.00 1.584 2.50 0.00 D.00 0 0.00
148.48 4.01098 .~30944 1.63 1.256 0.00
1301.99 3095.90 1.260 109].160 21.'1 8.]5 1.190 1098.350 0.00 1_584 2.50 0.00 0.00 0 0.00
16.'l0 ~.01095 .01089] 0.18 1.2fi0 0.00
1318.69 1096.00 1.260 109'1.343 21.'1 B.'IS 1.190 1098.533 0.00 1.SBC 2.50 0.00 0.00 0 ~.00
89.63 0.01095 ~030280 0.8~ 1160 0.00 "vLICENSEE: o
a A.H.F. 6 ASSOC. - SAN OI£GO POS15P PAGE 2
WATER SURPACE PROFILE LSSTING
~ NAAVESTON: PNASE 2: LINE I
&JA2 MOtuemAn, PE, 06/02/03
STATION INVERT O¢PTH W.S. Q VEL V£L OJEAGY SUPEA CRITICAL HGT/ BASE/ 2L NO AVBPR
ELEV OP PWW ELEV H£AD GRD.EL. ELEV DEPTH DIA I- N0. PIEA
L/ELEM SO SP AVE HP NORM DEYTFt ZR
~.~a~..... u.....~u.««u.... r.........u.~..u....~.~...~ ................... «..»~..:. ~........n.....~.u~«...».............e
160J.]2 109].O1 1.306 1098.:16 31.] 8.31 1.OB0 :099.403 0.00 1.586 2.50 0.00 ~.00 0~ 0.00
29.62 0.03099 ~009125 0.22 1.255 ~.00
142].94 109"/.2B 1.353 1098.634 21.~ 6.00 0.994 3099.628 0.00 1.584 2.50 0.00 0.00 0 0.00
12.69 0.01099 .OOBO86 0.10 1.255 0.00
1440.63 109~.42 1.40~ 1098.829 21."I 0.63 0.903 1099.'13D 0.00 1.584 2.50 0.~0 0.00 0 0.00
5.80 0.01149 .00'355 0.04 1.240 0.00
1446.43 109v.49 1.4fi0 1~98.94~ 21.v v.29 0.829 1099.~~1 0.0o L SB4 2.50 0.00 0.00 ~ 0.00
2.89 0.01149 .OOfi340 0.02 1.2C0 a.00
1999.32 109"/.52 1.520 1a99.060 21.v 6.95 0.~99 1099.~89 0.00 i.5B4 2S0 ~.00 0.00 0 0.00
O.BB 0.01149 .005611 O.OC 1.240 0.00
1450.20 309"1.53 1584 1099.114 21A fi.62 O.fi80 1099.094 0.00 1.SB9 2.50 0.00 0.00 0 0.00"v
~S~~~p= ~~a~.71 ~ ~U.S~~~j.~G~
- lf~f.J. js:
~
Page 2 of 2
'
I , C:Iptlata1151006271627LAT11.0UT
"iOATE: 9/ 0/2003
' TIME: 15:30
FOS15P
WAtEA SORFACE PROFILE - CHANNBL DEPINITION LISTING PAGE 1
CARO SECT CHN NO OP AYE PSER HEIGHT 1 BA$ E ZL 2R INV Y~1) Y12) Y~3) Y141 Y(51 Y161 Y1~ I YIB ) YI9) Y I10)
CODE NO TYPE PIERS WIMfi OIAMETER WID'fH OAOP
CO 18 9 1.50
' CO 29 4 2.00
CO 30 4 2.50
~ Co 33 9 2.]5 ~
C~ 3fi 0 3.00 a o
~ o ' F ~ 5 1 5 P PAGE NO 3
' WATER SORFACE PROFILE - TITLE CARO LISTING
HEADING LIN£ NO 1 25 -
HARU£STON: PHASE 2: LAT. I -1
' HEADING LINE NO 2 IS -
eJA2 MOHAMMAO, PE, 06/0'1/20~3
HEADING LINE NO 3 IS -
1 i.
' P O 5 1 5 P PAGE NO 2
WATEF 5!]RFACE PROFILE - ELEMENT CN2D LISTSNG
ELEMPNT NO 1 IS A SYSTEM OUTLET ' ' '
O/5 OATA STATION I~.4T SECT W S ELEV
' 1000.00 10~2.~1 33 10~5.46
ELElffi4T NO 2 IS A 4£ACH ' ' '
U/5 DATA STATION INVERT SECP N AADIUS ANGL£ ANG PT MA[i N ~
1040.60 109].15 33 O.OSI ~.00 0.00 4. 00 0
' £LIIAII~T NO 3 IS A SYSTEM HEAIIWORKS ' '
U/S OATA SPATION INVERT SECT W S ELEV
10'12.26 1092.2~ 33 0.00
NO E~IT SAROAS ENCOUNTEAED-C~MPUTATION IS NOW HEG INNING
" WAPNING N0. 2" - WATER SURFAC£ £LEVATION GIVEN IS LESS TFUN OR HQUALS INVEFT ELEVATION IN HW1KD5 , W.S.ELEV = INV + ~C `1G ICENS£E: R.B.F. fi -0
aA550C. - SAN OIEGO FOS15P PAGE 1
WAT£R S[]RPAC£ PAOFILE LISTING
' HAR~S40N: PHASE 2: LAT . I-1
E.lA2 HOHAIR]AO, PE. 06/0~ /2003
STATION INVERT DEPTH W.S. Q VEL VEL FNERGY SllPER CRITICAL HGT/ HASE/ ZL NO AVHPA
' ELEV OF FLOW ELEV H£AIl GPD.EL. £LEV DEPTH DTA ID N0. PIER
L/ELEM 50
~~~uu.r..u.rr..r.
~«.re.~....»...........~...
..~.....~ SF AVE
~ ...... HF
..........
........ NOAM DEPTH
......~u..~..~.~.
.«.n.»...
...» ZA
.~.~~.
~~..
..~..
1000.00 10"12.R 0.594 1003.289 26.] 29.0~ 13.699 1086.981 0.00 1.]15 2.]5 0.00 0.00 0 0.00
' ].O1 0.40000 . 265810 1.86 0.522 0.00 ,
300].O1 1045.51 0.588 1~96.101 2fi."/ d9.65 12.~64 1088.845 0.00 1.A5 2.95 0.00 0.00 0 0.00
6.96 0.40000 . 236520 1.65 O.i22 0.00
' 1013.99 1006.30 0.608 l0aB.908 26.~ 2v.33 11.59"I 1090.505 0.00 1.~15 2.15 0.0~ 0.00 0 0.00
5.35 0.40000 . 206]~3 1.11 0.512 0.00
3019.32 1~80.44 0.629 1081.066 26J 26.05 10.536 1091.60] 0.00 1.]15 2.05 0.00 0.00 0 0.00
' a.n o.aoooo . ieo~a9 o.n oszz o.oo
3023.59 1082.15 0.650 1~62.]96 26.0 24.B4 9.509 1092.305 0.00 1.~15 2.~5 0.00 0.00 0 0.00
3.50 0.40000 . 158068 0.55 0.522 0.00
102).09 1083.55 O.fi]3 1089.223 26."1 23.69 0.")00 1092.921 0.00 1.]15 ~~~5 ~.00 0.00 0 0.00
' 2.94 0.40000 . 138261 0.41 0.522 0.00
3030.03 1084.92 O.fi96 108i.918 26.] 22.5] 9.910 1~93.328 0.00 1.915 2.]5 0.00 0.00 0 0.00
2.49 0.40000 . 120920 0.30 0.522 0.00
' 3032.52 SO85.]2 0.]20 3086.490 26.] 21.53 ].199 1~93.639 0.00 1.A5 2A5 0.00 0.00 0 0.00
2.14 0.40000 . 305'10E 0.23 0.522 0.00
1034.66 1006
58 045 lOB"1.320 26.]
0 20.52 6.540 1093.860 0.00 1.~2i 2.05 6.00 0.00 0 0.00
' .
1.fi5 0.90000 . ~ 092569 0.1"1 0.522 0.00
1036.5] 106].32 ~.]]1 3082.OBfi 26.] 19.P 5.950 3094.036 0.00 1.]':5 2.'15 4.00 0.00 0 0.00
1.62 0.90000 . 080986 0.13 0522 0.00
' 1038.13 108].96 0."19] 3088.]i~ 20.] 16.66 5.406 3094.163 0.00 1.]li 2.'15 0.00 0.00 0 0.00
1.40 0.40000 . 0']OB6? D.10 0.522 0.00 "iLICENSEE: ~~
' - --- Page 1 of 3 - --- -
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C:Ipdata1151006271627LAT11.0 UT
-JA.B.F. 6 ASSOC. - SAN OIEGO POS15P PAGE 2
' WATER SURPACE PAOFILE LI STING
HARVEST(1N : PHASE 2: LAT. I-1
FaA2 MONAM4AD, PE , 06/0'1/2~~3 ~
STATION INVEAT OEPTH W.S . R ~L VEL ENEAGY SUPEA CRITICAL HGT/ BASE/ ZL NO AVBPR
6LEV OF PLOW ELEV HEAD GRII.EL. £LEV -EPTH OSA ID N0. PIER
L/ELElf
.......
... SO
...«. ~.
..~..~.....
.....
u~.a.«
e~....u
....... SF AVE
....~.. HP
u~. ~......
u ~:«: NORM ~EPTH
...r.r~r........u~.
~..u~
.«.ee... ZR
~...~.
«u.
...•
1039. 53 1088.52 0.825 lOB9. 349 36.'! 1'l.]9 4.913 3094.262 0.00 1.'115 2.]5 0.00 0.00 0 0.00
1. 2G 0.40000 .062098 0.00 0.522 0.00
3040. ]] 3089.02 O.P59 lOB9. B92 26A 1fi.96 4.468 1094.360 0.00 1.915 2A5 0.00 0.00 0 0.00
1. 09 0.40000 ~059336 0.06 0.522 0.00
104L 86 lOB9.45 0.809 1090. 330 26.v 16.1v 4.061 1094.398 0.00 1.A5 2.]5 0.00 0.00 0 0.00
0. 96 0.40000 ~04~588 0.05 0.522 0.00
3062. 82 3009.80 0.9'.5 1~90 A52 26.] 15.42 3.694 109C.496 0.00 1.015 2.05 0.00 0.00 0 0.00
0. 84 0.60000 .041698 0.04 0.522 0.00
3043. 66 3090.1] 0.948 1091. 123 26.~ 14.]p 3.35'i 3094.480 0.00 1.'l15 2.~5 0.00 0.00 ~ 0.00
0. '!5 0.40000 .036556 0.0] 0.522 0.00
1044. 41 1090.6'J 0.982 3091. 456 26.] 14.02 3.050 1094.505 0.00 1."115 2.'15 D.00 0.00 0 0.00
O. bfi 0.40000 .032D49 0.02 0.522 0.00
1045. 0~ 1090.99 S.OiO 1091. "i54 26.] 13.3] 2."I"l6 1094.530 0.00 1.A5 2.]5 0.00 0.00 0 0.00
0. 58 0.40000 .02809~ 0.02 0.522 0.00
3045. 65 1090.9"] 1.053 3092. 02J 26.9 12.90 2.522 3099.595 0.00 1 J15 2.95 0.00 0.00 0 0.00
0. 51 0.90000 ~024650 0.01 0.522 0.00
1Wfi. 16 1091.P 1.092 3092. 265 26.] 12.15 2.293 1094.558 0.00 1.]15 2.]5 0.00 0.00 0 0.00
0. 4< O.C0000 .021635 0.03 0.522 0.00
3096. 6~ 1091.35 1.131 1092. 483 26.J 11.59 2.085 1094.S6B 0.~0 1.~15 2."IS 0.00 0.00 0 0.00
0. 39 O.Q0000 -018992 0.01 0.522 0.00
1046. 99 1091.51 1.1"13 3092. 680 26.] ll.05 1.095 1094.505 0.0~ 1.ri5 2.]5 0.00 0.00 0 0.00
0. 34 O.C0000 .O1fi684 0.01 0.522 0.00 "aLICENSEE : D
oA.B.F. S ASSOG - SAN DIEGO FOS 15P PAGE 3
WATER SURPACE PPOFILE LI STING
HABVESTON : PHASE 2: LAT . I-1
E~AZ MOHAHMAD, PE , 06/00 /200J
STATIO N INVEAT DEPTH W.S . Q VEL VEL ENERGY SUP£R CAITICAL HGT/ BASE/ ZL NO AVHPA
OLEV OF FLOW EL£V HFAD GAD.EL. £LEV -EYCH DIA ID N0. PIER
L/ELEM
.....«
..» 50
.......
....a~~.~«.
.....
.~..~~»
.......
....~.. SF AVE
....~.... NF
......~...
~.....~ NOPM DSPTH
....»......~~rr ...
.......
.....~.. ZR
«....
.....
....
109]. 33 1091.64 1.216 3092. 850 26."1 30.53 1.'123 3094.581 0.00 1.~15 2.]5 D.00 0.00 ~ 0.00
0. 29 0.40000 .019659 C.00 0.522 O.DO
104]. fi2 3091."16 1.261 3093. 038 26.P 30.09 L566 1099.589 0.00 1J15 2J5 0.~0 0.00 0 0.00
0. 2a 0.90000 ~012892 ~.00 0.522 ~.00
1041. B6 1091.86 1.3~9 1W3. 1fi4 269 9.58 1.924 1099.588 0.00 1.015 2.05 0.00 0.00 0 0.00
0. 21 0.40000 .011344 0.~0 0.522 0.00
1098. 00 1091.99 1.358 1~93 296 26A 9.13 1.295 1G94.591 0.00 1.915 2.05 0.00 0.00 0 0.00
0. 19 0.40040 .C09986 0.00 ~.522 0.00
1048. 24 1092.01 1.410 1093. 415 26.] 9.~1 1.1Ti ]099.592 0.00 iJ15 2."IS 0.00 0.00 0 0.00
0. 13 0.40000 .008'199 0.00 OS22 0.00
1040. 3] 3092.06 1.464 1093 523 26.] 8.3~ 1.0]0 1094.i93 0.00 1.~15 2.]5 0.00 0.00 0 0.00
0. 30 0.90000 .00"1]60 0.00 0.522 0.00
1049. 49 1092.10 1.i22 1093. 62i 26.0 9.91 0.5~2 109959] 0.00 1.')15 2.05 0.00 0.00 0 0.00
0. 08 0.40000 ~006051 a.00 0.522 0.00
1049. 55 3092.13 1.582 1093. R0 26."1 ~.54 0.884 1~99.594 0.0~ 1A15 2.]5 0.00 0.00 0 0.00
0. 04 0.40004 .006~59 0.00 0.522 0.00
1040.
59
1092.19
1.646
1093
J91
26.]
"1.19
O.BOe
1094.595
0.00
1.'115
2.]5
0.00
0.00
0
OAa ^
/'J~.
`~~ ~
Page 2 of 3
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C:Ipdata1151006271627 LATI1.0 UT
o.o~ 0.40000
3090.60 1092.15 1.]15 1093.865
30~2.26 1093.2~ 1.935 3093.985
.oos3sa o.oo
26.1 6.85 p J30 1094.595 0.00 1.v15
26."1 6.85 0.]30 3094A15 0.00 1.t15
o.szz o.oo
z.~s a.oo o.oo o a.oa
].]5 0.00 0.00 0 0.00'a
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Page 3 of 3
1
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C:lpdata11 51006271627LINEG.OUT
Ci~ATE: 9/ 8/2003
Txne: 9:29
' POS15P
WATER SURFACE PROPILE - CHATSIEL DEFINITION LISTING PAGE 1
CARD SECT CFII] NO OF AVE PIER H£IGHT 1 BASE ZL 2R INV Y(lj Y121 Y137 Y~C) Yl51 Y(6) Y1 0) Y(B ) Y19) Y130)
COUE NO TYPE PIERS WIDTH DIAMETER WIDTH ~AOP
' CU 1 G 3. 00
CD 2 4 2. 50
CD 3 4 1. 50
CD 9 9 1. 69
-0
F 0 5
1 5 P
PAGE NO
] -0
~
' WATER SURFACE PROFILE - TITLE CARU LISTING
HSADING LINE NO 1 IS -
HAAVE5IVN: PHASE 2: LINE G
' , NEALIINC LINE NO 2 IS -
E,IAZ HOHAMMAO, PE, ~5/0]/2003
HEADING LINE NO 3 25 -
,
<
P 0
5 1 5 P
PAGE NO 2 v D
WATEA SUAFACE PROFILE - ELQ~]EfTf CAM LISTING
ELEMENT NO 1 IS A SYSTEH OUTLET • ' +
U/5 DATA STATION INVERT SECT W S ELHV
~ 1000.00 30]0.69 1 50~5.80
ELEMENT NO 2 IS A REACH . •
.
0/5 DATA STATION IWERT SECT N RApIOS ANGLE ANG PT MAIi H
3024.51 10]0.81 1 0.013 0.00 0.00 0.00 0
ELEN.ENT NO 3 IS A REACH ~ ~ ~
' -/S OATA STATIOIi INVERT SECT N RADIUS ANGLE ANG PT MAN it
3041."!1 30]0.90 1 0.013 0.00 i3.80 0.00 0
ELENflYT NO 9 25 A REACH • • ~
O/5 DATA STATION INVERT SECT N FApIUS ANGLE ANG PT MAN H
1363.29 30]2.51 I 0.013 0.00 0.00 0.00 0
, ELIIAENT NO 5 IS A REACH .
U/5 DATA STATION INVEAT SECT N AApNS ANGLE ANG PT MAN H
1423.02 10>2.82 a 0.013 0.00 11.40 0.00 0
ELEH~.T NO 6 IS A J!]1VCTION ' ' ~ + . . .
' U/S OATA STATION INVEAT SECT LAT-1 LAT-2 N Q} Q4 INVERT-3 INVERT-i PYI J pHI 4
143i4] 10~4.80 2 9 p p.013 18.8 0.0 lO13.0] 0.00 30.00 0.00
ELEMENT NO "1 IS A REACH ' • •
U/5 DATA STATION INVERT SECT N RA-IOS ANGLH ANG PT MA14 H
1433.98 1095.31 2 0.013 0.00 1.B] O
Oa 0
' ELHlL~NT NO 8:S A REACH . . .
U/5 OATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN N
34fi6.99 1~B1.91 2 0.013 0.00 89.03 0.00 0
£L41ENT NO 9 IS A REACH ' • ~
U/S DATA STATION INVEpT SECT N AApIOS ANGLE ANG PT :AAIi H
' :
1503.21 1089.16 2 0.013 0.00 5.2> 0.00 0
ELEMENT NO 30 IS A REACH . .
~. U/5 ~ATA STATION INVEAT SECT N AADIUS ANGLE ANG PT MAN N
15"13.3'1 1089.51 2 O.D13 0.0p 10.2D 0.00 0
ELP.MENT NO 11 IS A ACICH ' ' ~
' U/5 DATA STATION INVERT SECT N pADiOS ANGLE ANG PT HAN H
1630.45 1089.B3 2 0.013 0.00 i.26 0.0~ 0
ELEMpSf NO 12 SS A RFACH ' ' •
' U/5 DATA STATION
1fi44.12 INVEAT
1~89.86 SHCT
2 N
~.013 AADIUS
0.00 ANGLE
i5.B1 ANG PT
0.00 MAN H
0
ELEMENT NO 13 IS A SISNCTION • . ` . ' ' .
U/5 DATA STATION INVERT SECT LAT-1 LA T-2 N Q3 Q9 INVEAT-3 INVERT-9 PHI J PFiI 4
1649.59 3089.90 2 3 0 0.014 9.4 0.0 1090.3~ 0
00 6fi
00 C
00"n s
-0 F 0 5 1 5 P .
PAGc NO 3 . .
' WATEA SOAFACE PROFILE - ELEME[JT CAAD LISTING
ELEMENT NO 14 IS A REACH '
U/5 DATA STATION ID'VERT SECT N P,ApSUS A.tlGLE Atr'G PT IAAN H
1654.~3 1090.01 2 0.013 0.00 i6.92 0.00 0
, ELEMFl19' NO 15 IS A AEACH ' • '
O/5 DATA STATION IIiVEAT SECT N MpI05 ANGLE NiG PT MAN H
16"16."!8 1094.34 2 0.013 0.00 0.00 0.00 0
ELEMENT NO 16 IS A AEACH • • ~
U/5 OATA STATION
1696.4] TNVERP
1090.63 SECT
2 N
0.013 App2pS
0.00 ANGLE
30.00 ANG PT
0.00 MAN H
0
' THE ABOVE ELEMENT CONTAINOD AN INVEAT ELEV WHICH WAS NOT GREATSN THAN THE PREVIOUS IT^IERT ELEV -{'lAItNING
ELEnENT NO 10 IS A REACH ~ ~ • /~e
V/`
' Page 1 of 7
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1~
1~
C:IpdataV 51006271627LIN EG.OUT
. U/5 DAPA STATSON INVEAT SECT N RADIUS ANGLE ANG PT MA11 N
1962.:8 109a.5]
2 0.013 0.00 0.00 0 .00 1
' EL£!ffiiT NO 18 SS A FEACH .
'
O/S OATA STATION INVEAT SECT N PADIUS ANGLE ANG PT MAN ri
1983.64 3094.89 2 0.013 0.00 20.33 0 .00 0
ELQIQJT NO 19 IS A AEACH ~ • •
' U/5 DATA STATION INVERT SECT N RAOIUS ANGLE ANG PT MAN H
2039.13 1095.'l2 2 0.013 0.00 ]~.65 0 .00 0
ELEMENT NO 2D IS A REACH • • +
U/5 ~ATA STATION INVEAT SECT N AADIUS ANGLE ANG PT MAN N
20]e.:] 1096.30
2 0.013 0.00 2.35 ~. 00 0
' £LEl~tT NO 21 IS A REACH .
•
U/5 MTA STATION INVERT SECT N RMIUS ANGLE ANG PT MAN H
2122.53 1096.95 2 0.013 0.00 0.00 0. 00 ~
ELEMENT NO 22 IS A SYSTEM HEAI%VOA%5 • ~
U/S DATA STATION INVERT SECT W S ELEV
' 2122.53 1096.95 2 0.00
NO E~IT ERRORS ENCOUNTERED-COMPOTATION IS N~W BEGINNING
'" WARNING N0. 2^ - WATER SUAFACE' ELEVAT ION GIVEN IS LE55 TNNI ON EQllALS INVEAT ELEVATION IN NIX4R~5 , W.S.ELEV = INV r pC "vL ICENSEE: A.B.F. 6 0
oA550C. - SAN DIEGO FOS15P PAGE 1
WATER SIIR£ACE PROPILE LISTING
BARVESTON: PHASE 2 LINE G
~
' £JA2 HOHANMAD, PE ,
OS/0~/2003
STATION INVEAT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FWW £L£V HEAp GA[LEL. ELEV DEPTH OIA ID N0. PIER
' L/ELEM 50 SF AVE HP NOAM DEPTH ZA
1000.00 30'l0.69 S.llp 30]5.800 65.5 6.64 O.fi43 10'16.443 0.00 2.198 3.00 0.00 0.00 0 0.00
]4.51 0.00690 ~ .004654 4.11 2.392 0.0~
t 1024.51 10~0.81 5.104 1095.916 95.i 6.44 0.693 10i6.55"1 0.00 2.196 3.00 o.ao o.oa 0 0.00
1].20 0.00523 .OOC654 0.08 2.320 p.00
3091.]1 1090.90 5.184 10)6.089 45.5 6.94 O.fi03 1096.929 0.00 2.198 3.00 0.00 0.00 0 0.00
' 321.58 0.00501 .004654 1.50 2.366 0.00
136].29 30]2.51 5.0]0 1D]9.SB0 05.5 6.94 0.643 10"18.223 0.00 2.198 3.00 0.00 0.00 0 0.00
59.93 0.00519 .004655 p.2B 2.326 0.00
, 1423.02 10~2.82 5.004 10'1].904 45.5 6.99 0.643 30"/8.54] 0.00 2.198 3.00 0.00 0.00 0 0.00
JUNCT STR 023600 0.04
1431.91 1004.80 ~.684 1095.984 26.] 20.50 9.3ll 1004.801 0.00 1.~62 2.50 0.00 0.00 0 0.00
, 2.5"! ~.1984G .156]56 o.ao 0.64? 0.00
1633.98 10]5.31 0.689 10]5.990 26.9 24.3fi 9.215 1085.212 O.OD 1.062 2.50 0.00 0.00 0 0.~0
15.09 0.20000 .146150 2.21 0.642 0.04
3449.0"1 10"18.33 0."il~ 1a]9.03] 26.] 23.26 8.399 108].036 0.00 1.]62 2.50 0.00 0.00 0 0.00
, 10.30 0.20000 .128169 1.32 0.642 0.00
1C59.3'I 1080.39 0."/34 1081.122 26.] 22.18 ].636 3088.~58 0.00 1.'162 2.50 0.00 0.00 0 0.00
'1.61 0.20000 .112183 0.85 0.6Q2 0.0~
, 1466.98 3081.91 0.960 lOB2.6')0 26J 21.16 6.951 1089.621 0.00 1.062 2.50 0.00 0.00 0 0.00
4.95 0.20011 .099330 ~.99 0.642 0.00
14]1.93 1082.90 0.)82 1093.6B3 26.] 20.34 6.<21 3090.304 0.00 1.]62 2.50 0.00 0.00 0 0
00
t 4.9~
-0 R.9.F. 6 A 0.20011
SSOC. - S
AN DIEGO .088092
FOS15P 0.44 0.642 0.~~
PAGE 2 .
'iniCEtuSee: a
WATFR SUAFACE PROFILE LI STING
HARVESTON: PHASE 2 : LINE G
ESAZ MOHAMAhD, PE, OS/0~/2043
' STATION INVEAT ~EPTX W.S. Q VEL VEL ENERGY SUPEA CRITICAL HGT/ 6A 5£/ ZL NO AVHPA
EbEV OF FLOW ELEV HEAD GAi1.EL. ELEV ~cpqH OIA ID N0. PIER
L/£LEM SO SF AVE HF NOAi4 DEPTH 2R
' ..........
1496.90 ~ ........
1083.90 .......rr~...~~........:
O.B09 IOB4.]OS :...«...~.....
26.0 19.39 .«....
5.838 ...~~.~.~.
1090.543 ...:~x««
0.00 vw..r.a............
1A62 ....~~~~.
2.50 ~...........
0.00 0.~0 ....
0 ....
0.00
4.08 0.20011 . 0]]114 0.31 0.642 0.00
1980.98 1089.]1 0.938 lOB5.550 26.9 18.49 5.3~9 1~90.859 0.00 1.062 2
50 0
00 0
00 0 0
~0
' 3.42 0.20011 . O6]586 0.23 0.64] . :
.
0.00 .
1484.4D
1085.39
0.868 1086.263
26.0 1].62
4.823
3091.066
0.00
3962
].50
0.00 0.00
0
0.0p ~~~111
~ 1
,
' Page 2 of 7
i~
' C:IpdataN51006271627LINEG.OUT
2 .09 0.20011 .059244 0.1'1 0.662 0.00
, 14B] .29 lOB5.9] 0.899 1086 .8'13 26.~ 16.80 4.38C 3091.25'1 0.00 1.~62 2.50 0.00 0.00 0 0.00
2 .40 0.20011 .051939 0.13 0.642 0.~0
1489 .06 1086.40 0.931 1080 .400 26A 16.03 3.988 1091.388 0.00 1.962 2.50 0.0o G.00 0 0.00
' 2 .14 0.20011 .045535 0.10 0.662 0.00
1491 .90 1086.90 0.966 1089 .860 26.] 15.2v 3.623 1091.E83 D.00 1.]62 2.50 0.00 0.0a 0 0.00
~ 1
1493 .83
.03 0.20011
1060.2fi
0.999
1088
.261
26.0
16.59 .039941
3.295 0.0]
1D9L558
0.00
1.062 0.662
2.50
0.00 0.00
0.00
0
0.00
1 .60 0.20011 .035063 0.06 0.692 0.00
1995 .33 1080.5B 1.036 1088 .618 36.~ 13.89 2.990 1091.615 0.00 1."162 2.50 0.00 0.00 0 0.00
' 1 .38 0.20011 .p30]94 0.04 0.642 0.00
1496 .~1 1080.86 1.094 1088 .933 26.9 13.2C 2.9Y< 1091.65] 0.00 1.062 2.50 0.00 0.00 0 0.00
1 .20 0.20011 .02")046 0.03 0.642 0.00
' 149] .91 3088.10 1.113 lOB9 .21J 26.'1 12.62 2.4~5 1091.fi88 0.00 1.'162 2.50 0.00 0.00 0 0.00
1 .04 0.20011 .023968 0.0] 0.642 0.00
3698. 95 1088.31 1.155 3089 .663 2fi.] 12.09 2.250 3091.'l13 0.00 1.]62 2.50 0.00 0.00 0 ~.00
0. 90 0.20011 .020903 0.02 O.ba2 0.00 "vLiCENSEE: o
' O R.B.F. fi A SSOC - SAN DSEGO FOS15P PAGE 3
WATER SIIAPACE PAOF:LE LISTING
HARVESTDN: PHA SE 2: LSNE G
EJA2 HOHAMMAD, P¢, p5/0]/2003
' STATION INVERT DEPTH W.S. Q VEL VEu ff3ERGY SUPER CRITICAL NGT/ HASE/ ZL @0 AVBPR
ELEV OF FLOW ELEV HEAD GAD.EL. ELEV DEPTH DIA IO N0. PIER
L/ELEM
. r .. «~... SO
....:....
..» r ~. ~..
u.:.
.. ~. ~
.»........
.... ~.. SF AVE
.... «. HF
«.. r r.....
.. u « . NORM DEPTN
.............. ~.....
«....
...... « ~ ZA
.....
.....
... r
' 1499. 85 3098.99 1.198 SOB9. fiB9 26.0 11.48 2.046 1091.~33 0.00 1.J62 2.50 0.00 0.00 0 0.00
0. ~8 0.20011 .018395 0.01 O.fi42 0.00
1500. 63 1O08.fi4 1.244 1089. 88] 26.0 10.94 1.659 1091.]46 0.00 1."162 2.50 0.00 0.00 0 0.00
, 0. 66 0.200ll .016198 0.01 0.642 0.00
1501. 29 3088.98 1.291 1090. 06"i 26.] 30.43 3.690 1091.]5] 0.00 1.]62 2.50 0.00 0.00 0 0.00
0. 56 0.20011 .0142~1 4.01 0.642 0.00
1501. 85 lO8B.69 1.341 1090. 228 25.] 9.95 1.539 1~91.166 0.00 1."i62 2.50 0.00 0.00 0 0.00
~ 0. 46 0.20011 .012509 0.01 O.fi42 0.00
3502. 31 1088.98 1.394 3090. 394 26J 9.69 1.398 3091.9>2 0.00 1.]62 2.50 0.00 0.00 0 0.00
0. 38 0.20011 .011116 0.00 0.642 ~.00
' 1502. 69 1089.06 1.449 1090. 505 26.9 9.04 1.240 1091.]]5 0.00 1J62 2.50 0.00 0.00 0 0.00
0. 30 0.2~~11 .00982] 0.00 0.642 0.00
' 1502.
0. 99
22 1pB9.12
0.20011 1.508 1090. 624 26.~ 8.62 1.155
.008'100 1091.~'19
0.00 0.00 1.]62
0.642 2.50 0.00 0.00
O.oO a o.oo
1503. 21 1089.16 1.5]1 109~. ]J1 26.9 8.22 1.050 i091.981 0.~0 1.062 2.50 0.00 0.00 0 0.00
1. 85 0.00499 .008254 0.02 1.890 0.00
, 1505. 06 1089.10 1.560 309~. ~29 2fiA 8.29 1.066 3091.995 0.00 1.]62 2.50 0.00 0.00 0 0.00
11. 50 0.00499 .0088'!0 0.10 1.890 0.40
1516. 56 1089.23 1.498 3090. '125 26."1 B.fi9 l.it3 1091.898 0.00 1.9fi2 2.50 0.00 0.00 0 0.00
' 11. ~8 O.OOC95 .010021 0.12 1.890 0.00
1528. 34 lOB9.29 1.440 1090. ]25 26.'1 9.12 1.290 1092.015 ~.00 i.]62 2.50 0.00 0.00 0 0.00
11. 65 O.OOC99 .011338 ~.13 1.890 O.OG "iLICENSEE: 'a
a A.H.F. S ASSOC. - S AN OIEGO POS1
WATER 5P
SUAFAC£
pROFILE LI
STING PAGE 4
' NAAV £STON : PHASE 2: LINE G
£JA2 MOHAMMA-, PE, OS/~]/ 2003
STATION INVERT DEPTH P'.S . Q VEL V£L ENERGY SUP6R CRITICAL HGT/ BAS°/ ZL NO AVHPR
ELEV OF FLOW ELE V HEAO GRD.EL. EL£V OEPT4 DIA ID N0. PIEA
' L/ELEN
:......
..a~ 50
«....~~
.....~rrr.
~ ....
.....
......~....
......: SF*AVE
. HF
.~......~~
~...... NO~ DEPTH
...u...............
.....sa
....~~.. ZR
....~
.....
.... ~^
~v
, Page 3 of 7
11
, C:Ipdata1151006271627LINEG.OUT
1539 .99 1089.36 1.385 1090 .]28 26.'1 9.56 1.419 3092.14~ 0.00 1."l62 2.50 0.00 0.00 0 0.00
' 11 .45 ~.00699 .012840 0.15 1.890 0.00
3551 .49 1069.60 1.333 1090 .~34 26.] 10.03 1.561 1092.295 0.00 1.'162 2.50 0.40 0.00 0 0.00
11 .08 0.00499 .014563 O.lfi 1.890 0.00
' 15fi2 .52 1069.46 1.283 1~9D .939 26.0 10.52 1.010 3092 A56 0.00 1.~62 2.50 0.~0 0.00 0 0.00
30 .85 a.00<99 .016529 0.18 1.890 0.00
, 15]3
8 .3]
.42 3089.51
0.00499 1.23~ 309a .940 2fi.0 11.03 1.889
.018534 1092.636
O.lfi 0.00 1."/62
1.890 2.50 0.00 0.00
0.0~ 0 0.00
1581 .99 1089.55 1.300 1090 .9i2 26J 11.46 2.039 1W2.]91 0.00 1.]62 2.50 0.00 0.00 0 0.00
10 .11 0.00499 .020816 0.21 1.890 0.00
' 1591 .90 lOB9.60 1.156 1090 J59 26.] 12.02 2.244 1093.003 0.00 1J62 2.50 0.00 0.00 0 0.00
9 .82 0.00499 .0236"IS 0.23 1.890 0.00
1601 .]2 1089.65 1115 1090 Jfi~ 26.~ 12.61 2.468 3093.235 0.00 1.]62 2.50 0.00 0.00 0 0.00
, 9 .43 0.00499 .026933 0.25 1.090 0.00
1611 .15 1089.')0 1.0"15 1090 .9'19 26.] 13.22 2.016 3093.490 0.00 1.]fi2 2.50 0.00 0.00 0 0.00
9 .09 O.OOQ99 .03065] 0.28 1.89~ 0.~0
' 1620 .29 lOB9A4 1.03] 3090 .OB1 269 13.80 2.989 1093.]6B 0.00 1.]62 2.50 0.00 ~.00 0 0.00
B AS 0.00499 .039908 0.31 1.890 0.00
1628 .99 1089.]9 1.000 1090 ."I88 26.'l 14.54 3.284 1096.0]2 0.00 1."162 2.50 0.00 0.00 0 D.00
8 .46 0.00499 .039"1"!9 0.34 1.890 0.00
' 1fi30 .45 1089.83 0.966 1090 .996 26.0 15.26 3.fi15 1099.41! 0.00 1A62 2.50 0.00 0.00 0 0.00
fi .b] 0.00450 .046829 0.30 1.984 0.00 1LICexSeE: o
OR.B.F. 4 A SSOC. - SAN OIEGO FOS 15P PAGE 5
WATER SUItFACE PAOFILE LISTING
' HARV¢STON: PHA SE 2: LINE G
EJAZ MOHN9MD, PE, OS/0]/2003
STATION INVERT DEPTH W. S. Q VSL VEL ENERGY SUPER CASTICAL NGT/ HASE/ 2L NO AVBPA
'
L/ELEM.•+
....... ELEV
'. SO
~~.~ OF FLOW
.~~.«... ELEV
........«.
«..~r:.~
«...~.r. HEAO
S AVE
~....... GPD.EL.
HF
.we.~r..~~ ELEV
~...... DEPTH
NORIM1 OEPTH
.....u......~r».>> OIA
«~ru IO NO.
u~u~..
2A
..~~~~ PIER
.....
.r..
1fi94. 12 1089.86 0.938 1090 J98 26.4 15.8] 3.913 3094.~11 0.00 1.]62 2.50 0.00 0.00 0 0.00
JUNCT s TR 0.01153 .06B12J 0.2a 0.00
~ 164]. 59 1089.9~ 0.013 3090. 613 19.3 16A3 4.336 1099.949 0.00 1.990 2.50 0.00 0.00 0 0.00
0. 28 0.01551 .0'I0230 0.02 1.065 ~.00
164). 9~ 1089.90 0.)12 1090. fi16 19.3 ib."/2 4.343 1099.959 0.00 1.490 2.50 0.00 0.00 0 0.00
, 6. 86 0.01591 .0~5291 ~.52 1.065 0.00
1654 J3 1090.01 p.689 1090. 699 19.3 ll.53 9.9A 1095.4]0 0.00 1.490 2.50 o.aa O.DO 0 0.00
' 1.
1fi55. 24
9~ ~.1963"1
1090.25
O.fi9]
1090.
950
19.3
1"I.22 .0]8326
4.603 0.10
1~95.553
0.00
1.490 0.550
2.50
0.00 0.00
0.00
0
0.00
3. 15 0.3963~ .0'115~8 0.23 0.550 a.00
1659. 12 309~.8'1 0."]22 1091. 594 19.3 16.53 4.SB5 3095.~83 0.0~ 1.C90 2.50 0.00 0.00 0 0
00
' ]. 66 0.1963~ .p626]1 O.ll 0.550 0.00 .
1661. 08 1091.39 0 J40 3092. 142 19.3 15.65 3.805 1C95.969 0.00 1.490 2.50 0.00 0.00 0 0.00
2. 26 0.1963'1 .05485~ 0.12 0.550 0.00
' 1664. 06 3091.84 0.9"13 1092. 612 19.3 14.93 3.460 109fi.002 0.00 1.990 2.50 0.00 0.~0 0 0.00
1. 94 0.19630 .048028 0.09 0.550 ~.00
16fi5. 98 3092.22 0.800 1093. 020 19.3 19.23 3.146 3096.166 0.00 1.49~ 2.50 0.00 ~.00 ~ 0.00
' 1. 6"1 0.19fi31 .042058 0.0] 0.550 0.00
1fi60. 65 1092.55 0.828 1093. 3]6 19.3 13.5~ 2.Bfi0 1096.23fi 0.00 1.490 2.50 0.00 Q.00 ~ 0.00
1. 95 0.1963"! .p36853 0.05 0.550 0.00
' 1669. 30 3092.83 o.ase 1093. E09 19.1 12.94 2.602 1096.291 0.00 1.490 2.50 '0.00 ~.00 0 0.~0
1.
'~A.B.F. 25 0.1963~
fi ASSOC. - SAN ~IEGO
FOS1 .032299
5P 0.04 0.550 0.00
PAGE 6 'inIC2NSEE: ~
' Page 4 of 7
~
'
'
C:lpdata1151006271627L1 N EG.OUT
WATER SURPACE PROPILE LSSTING
HARVESTON: PHA SE 2: LINE G
ESAZ MOILIIMfAO, PE, OS/00 /2003 _
STATION INVERT D£PTH W.S. Q VEL VEL ENERGY SUPER CAITICAL HCT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV ~1E~+~ GR~.EL. ELEV DEYCH ~IA ID N0. PIdA
L/ELEM
...:...... 50
. «... ~. «
... « ...
...........
......... r
.... u.. SF AVE
.. ~.. «. riF
..........
......: NOAM OEPTH
.. ~. «. r...:. «e...
«r...»
....... ~R
... r..
.....
....
16'I0. 35 3093.08 0.888 3093.966 19.3 12.34 2.165 1096.331 0.00 1.69~ 2.50 0.00 0.00 ~ O.DD
1. 09 0.1963~ .028330 0.03 0.550 0.00
ifi~1. 44 3093.29 0.920 3094.212 19.3 11A6 2.168 1096.360 0.00 1.490 2.50 0.00 0.00 0 ~.00
0. 95 0.1963'! .02EB2~ 0.02 0.550 0.00
lfi]2. 39 109J.98 0.953 1094.431 19.3 11.21 1.953 1096.384 0.00 1.990 2.50 0.00 0.00 0 0.~0
0. 82 0.19630 .421]82 0.0] 0.550 0.00
1643. 21 1093.64 0.988 1099.626 19.3 10.69 3.995 1096.601 0.00 1.690 2.50 0.00 0.0~ 0 0.00
0. 00 0.19631 ~019119 0.01 0.550 0.00
lfi'l3. 91 1093.'18 1.029 1094.801 19.3 10.20 1.616 1096.615 0.00 1.490 2.50 0.00 0.00 ~ 0.00
0. 62 0.1963"/ .016'!83 0.01 0.550 0.00
16]G. 53 1093.90 1.061 1W4.958 19.3 9.]2 1.Lfi8 1096.62fi 0.00 1.990 2.50 0.00 0.00 0 0.00
0. 52 0.1963"/ .414]38 0.01 0.550 0.00
16]5. 05 1~96.00 1.100 1095.099 19.3 9.2'1 1.334 1096.433 0.00 1.690 3.50 0.00 0.00 0 0.00
0. 43 0.1963'/ .~12951 0.01 0.550 0.00
16]5. 48 1094.09 1.141 3095.226 . 19.3 8.84 1.213 1096.439 0.00 1.490 2.50 0.00 0.00 0 0.00
0. 3'1 0.1963'i .~11388 0.00 0.550 0.00
16"I5. 85 1094.16 1.184 1095.341 19.3 8.93 1.103 3096.646 0.00 1.990 2.50 0.00 0.00 0 0.00
0. 29 0.1963] .010a20 0.00 0.550 0.00
16~6. 14 1096.21 1.229 1095.494 19.3 8.03 1.002 1096.446 0.00 1.490 2.50 0.00 0.00 0 0.00
0. 25 0.1961] .008820 0.00 0.550 0.00
1696. 38 1094 26 !.205 3095.539 19.3 0.66 0.912 1096.449 0.00 1.490 2.50 0.00 0.00 0 0.00
O. 1B 0.19630 .OOII]0 0.00 OS50 0.00 1ciCeNSEE: o
c H.B.P. E ASSOC. - SAN -IEGO FOS1 5P PTGE 9
WATER SURFACE PROFILE LI STING
HARVES:ON: PHASE 2: LIN¢ G
EJA2 MOHAMMFD, PE, OS/0] /2003
STATION INVERT DEPTH W.S. Q VEL VEL ENEAGY SOPHA CRITICAL HGT/ HASE/ ZL NO AVBPR
£L£V OP FLOW ELEV HEAD GAO.EL. ELEV DEPTH DIA IO N0. PIER
L/ELEM
.......... SO
..u~~.u
.~~u~.«
...........
........~~
~.~...~. SF AVE
~~....~~ Hp
.~~.~xu~.
~.rr~r. NORM OEPTH
....r.........~~r...
rr.~~u
....... ZR
......
.:...
....
16]6. 56 109a.30 1.325 1095.621 19.3 "1.31 0.929 1096.450 0.00 L490 2.50 0.00 0.00 0 0.00
0. ?3 4.19fi3'! .006852 0.00 0.550 0.00
16~6. 69 3094.32 1.3"16 109i69B 19.3 6.96 0.953 3096.44 0.00 1.490 2.50 0.00 0.00 0 ~.00
O. OI a.1961'/ .0060G] 0.00 0.550 0.00
16"16. 96 1094.34 1.431 1095.]fi~ 19.3 6.69 0.685 309fi.452 0.00 1.490 2.50 0.00 0.00 0 0.00
0. ~2 ~.1963~ _005390 0.00 4.550 0.00
16"16. 98 1099.39 L490 1W5.830 19.3 6.33 0.621 1096.a51 0.00 1.090 2.50 0.00 0.00 0 0.00
0. 03 -.18890 ~004664 0.~0 0.000 0.00
16~6. 81 1094.33 1.56< 1095.898 19.3 5.9] 0.559 1096.452 0.00 1.490 2.50 0.00 0.00 0 0.00
0. 10 -.18890 .OO40J'1 0.00 0.000 0.00
16"16. 9: 1094.32 !.64? 1095.958 19.3 5.64 0.495 1096.69 0.00 1.490 2.50 0.00 0.00 0 0.00
0. 16 -.iB09~ .003519 0.00 0.000 0.00
16]0. 00 1D94.29 1.925 109E.010 19.3 5.34 0.443 109fi.453 0.00 1.990 2.5~ 0.00 0.0~ 0 0.00
0. 22 -.18090 .0030H8 0.00 0.000 ~.00
I6"1"1. 29 109424 1.Bll iC96.054 19.3 5.0~ 0.399 1096.453 0.~0 1.490 2.50 0.00 0.~0 0 0.00
0. 2] -.38890 .002"136 0.00 4.000 ' O.OD
169~. 56 3090.39 1.9@ 1096.094 19.3 4.82 0.360 1096.454 0.00 1.490 2.50 0.4~ 4.00 0 0.00
~O
Page 5 of 7
,
, C:Ipdata1151006271627LINEG.OUT
. 0.33 -.18890 .002451 0.00 o.aao o.aa
16t~.B9 3094.13 1.99] 1096.128 19.3 4.59 ~.32] 1096.455 0.00 1.490 2.50 0.00 0.00 0 0.00
~.3] -.18890 .00]22~ 0.00 0.000 0.00
1648.26 3094.06 2.090 1096.150 19.3 6.39 0.299 1D96ASfi 0.00 1.C90 2.50 0.00 0.00 0 0.00
0.43 -.1BB90 .002060 0.00 0.000 0.00 'aLICENSEE: -0
a R.B.P. L ASSOC. - SAN OIEGO FOS15P PAGE B
WATER 5[IAFACE PROFILE LISTING
HA[NESTON: PHASE 2: LIN6 G
FJA2 MOHA~9IAD, PE, OS/0]/2003
STATION INVERT -EP1'FI W.S. Q VEL YEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPA
¢LEV OP PIAW EL£V HEM GAiI.EL. ELEV DEPTH DIA 2- N0. PIER
L/ELQA SO SP AVE HF NORM DEFTT~ 2R
....~r...........u........u~.~au~u~rer«...~ ..................~....n............»:::.......~.u~r..~.i~.....~........~ux~~~~•
16~6.69 1093.98 2.201 1096.180 19.3 4.22 0.216 3096.C56 0.00 1.990 2.50 0.00 0.00 0 0.00
0.48 -.10890 ~001955 0.00 0.000 0.00
16]9.1] 3093.89 2.311 1096.200 19.3 4.0'! 0.25'1 3096.95] 0.00 1.490 2.50 0.00 0.00 0 0.00
0.54 -18890 .0019]5 0.00 0.0~0 0.00
16]9."11 1p93.]9 2.42'1 1096.214 19.3 3.96 0.244 309fi.45B 0.00 1.490 2.50 0.00 0.00 0 0.00
0.36 -.18890 .00206< 0.00 D.000 O.OD
1680.0] 3093.]2 2.500 1096.219 19.3 3.93 0.240 309fi.459 0.00 1.490 ].50 0.00 0.00 0 0.00
16.35 -.18890 .002195 0.04 0.000 0.00
1696.42 3090.63 S.fi58 1096.288 19.3 3.93 0.290 3096.528 0.00 1.990 2.50 0.00 0.00 0 0.00
251.32 0.01092 .002195 0.55 1.060 0.00
1960.]4 1094.36 2.500 1096.856 19.3 3.93 0.240 1099.096 0.00 1.490 2.50 0.00 0.00 0 0.00
14.4E 0.01482 .002051 0.03 i.oeo 0.00
1962.18 109<.5] 2.295 1096.865 19.3 4.09 0.260 109~.125 0.00 1.490 2.50 0.0~ 0.00 0 0.00
8.8] 0.01991 .001985 0.02 1.0~5 0.00
19R.05 109C.90 2.154 1096.H56 19.3 4.29 0.286 109~.142 0.40 1.490 2 SO 0.00 0.00 0 0.00
fi.b9 0.01991 .0@1]8 0.01 1.0]5 0.00
190~A4 1099.80 2.040 1096.642 15.3 d.50 0.314 309~ 156 0.00 3.G90 2.50 0.00 D.00 0 0.00
1."!B 0.01491 .0022fi3 0.00 1.0]5 0.00
1999.52 1~94.83 2.010 1096.839 19.3 4.Sfi ~J23 109~.162 ~.00 1.490 250 ~.00 0.00 0 0.00
HYOAAllL2C J"JMY 0.00 ~
19"19.52 1099.83 1.082 1095.911 19.3 9.46 1.395 309~.3~6 0.0~ 1.490 2.i0 a.oo 0.00 0 0.00
4.12 0.01491 .O1<60fi 0.06 1.0'!5 0.00 'aLICENSEE: ~
4 R.H.F. S ASSOC. - SAN DIEGO FOSSP PAGE 9
WAT6R SURFACE PROFILE LISTING
NAAVESTON: PHASE 2: LINE G
EJAZ M04ANStA~, YZ, OS/09/2003
STATION INVERT ~EPTN W.S. p V2L VEL FNERGY SOYER CRITICAL HGT/ BASE/ 2L NO AVBPR
ELEV OF FLOW ELEV HEAD Git-.EL. ELEV DEPTH DIA ID NO. PIER
L/ELEM 50 SF AVE HF NORM DEPTH ZA
.............u....r«..~....~...~.....u...........~......~...........~:...:~.~~.........~...........r...........a:~...«.........
198].64 1094.89 1.089 1095.9~4 19.3 9.46 1.388 109].362 0.00 1.990 2.50 0.00 0.00 0 0.00
55.49 0.01496 .010038 OAB 1.0]4 0.00
2W9.13 1095.]2 1.100 109fi.B2i 19.3 9.20 1.315 1098.142 0.00 1.490 2.50 0.00 0.00 0 0.00
4.03 0.01480 ~013966 0.05 1.080 0.00
2043.16 1095."18 1.109 1096.BB9 19.3 9.18 1.308 1098.190 0.00 1.490 2.50 0.00 O.DD 0 Q.00
35.16 0.01480 .012fi00 O.A4 1.OB0 0.00
20~8.32 1096.30 1.151 309'1.951 19.3 e."15 1.189 3098.640 0.00 1.490 2.50 0.00 0.00 0 0.0~
14.88 0.014~p .011225 0.1] 1.OB0 0.00
2093.20 109fi.52 1.184 309].003 19.3 8.63 1.103 1096.BOfi 0.00 1.490 2.50 0.00 0.00 0 0.00
11.80 0.014]0 .010020 0.:2 1.080 0.00
2105.00 1096.69 1.229 109].921 19.3 8.03 1.OW 3098.923 0.00 1.<90 2.50 0.00 0.00 0 0.00
"l.6'1 0.014')0 .000020 0.0"1 1.080 0.00
~\
Page 6 of 7
C:Ipdata1151006271627LIN EG.OUT
2112. 6'1 1096.83 1.2'i5 1098. 080 19.3 'l.fi6 0.912 3098.992 0.00 1.G90
4. ]4 D.014]0 .00~]~0 0.09 1. 080
211'1. 61 1096.8'I 1.325 3098. 200 19.3 'l.31 0.829 3099.029 0.00 1.490
3. 10 0.014)0 .006852 0.02 1. 080
2120. 51 1096.92 1.3]6 1098. 296 19.3 6.96 0.~53 3099AG9 0.00 1.490
1. 56 0.01400 .OOfi09'1 0.01 . I. OBO
2122. 0~ 1096.94 1.631 309B J0< 19.3 6.64 0.685 1099A59 0.00 1.690
0. 46 0.019~0 .005340 0.00 1. OB0
2122. 53 1096.95 1.490 109B. E60 19.3 6.33 0.621 1099.061 0.0a 1.490
I~~ELv~ = l a ~9. ~~t '-i lU:.:)f~=~~r)
~
_.. !u`9'~. !~9
2.50 0.00 0.00 0 0.00
o.oo
2.50 0.00 0.00 0 0.00
o.oo
z.so o.oo o.oo 0 o.oc
0.00
2.50 0.00 0.00 0 0.00
0.00
2.50 0.00 0.00 0 0.00"a
`l~
Page 7 of 7
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'
C:lptlata11510062716271atg1.0UT
~
`,1DATE: 0/ B/2003
TIME: 9: 2
, FOS15P
WATYH SURFACE PAOFILE - CHMRdEL DEPINITION LISTTNG PAGE 3
CAitD SECP CtLd NO OF AVE PIER NEIGHT 1 BASE ZL ZR INV Yfl) Y~2) Y(3) Y14) Y15) Y161 YI]1 Y(8) Y191 Y(30)
CODE NO TYPE PIEAS WIOTN DIAMETER WIDTH DROP
' CD 1 9 2.50 1 <
o F 0 5 1 5 P PAGE NO 3
WATEA SURFACE PROPILE - TITLE CARD LISTING
' HEADING LINE NO 1 IS -
HARVESTON: PHASE 2: Ln1'£xAl. G1
HEADING LINE NO 2 35 -
~ EJAZ MOHNSIAD, P£, OS/0]/2003
NEA~ING 6INE NO 3 25 -
a ~
-0 F 0 5 1 5 P PAGE ND 2
WATER SURFACE PAOFILE - ELENENT CAAO LISTING
£L:SgN'f NO 1 25 A SYSTEM OUTLET • ' `
U/5 ~ATA STATION INVERT SECT W 5 ELEV
1000.00 1061.50 1 1064.50
£LQ~IiT NO 2 IS A AEACH ' ' `
U/5 ~ATA STATION INVEAR SECi N FADNS ANGLE ANG PT MAN H
1030.69 1062.96 1 O.O1J 0.00 0.00 0. 00 0
£LCMFNT NO 3 IS A REACN ` ' '
U/5 ~ATA STATION INVERT SEC^ N PADNS ANGL£ ANG PT MAN H
1051.'15 1063.9'1 _ 0.013 0.~0 53.62 0. 00 0
£L£M£NT NO 4 IS A REACN ' ` '
-/S OATA STATION INVEAT SECT N PA~NS ANGLE ANG PT MAN H
1154.95 3068.89 1 0.013 0.00 0.00 ~. 00 0
ELEMENT NO 5 IS A R£ACH ` ' `
il/S OATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
S1B9.~2 30~0.55 1 0.013 0.00 88.53 0. 00 0
ELEMEIiT NO 6 IS A REACH ' ' '
U/5 ~ATA STATION INVERT SECT N NA~IUS ANGLE ANG PT MAN H
1192.33 30')0.6'! 1 0.013 0.00 0.00 0. 00 0
ELEMEHT NO 0 IS A SYSTEM HEAInVOR%S ' `
O/5 ~ATA STATION INVERT SECT W 5 ELEV
1192.33 30~0.6'! 1 0.00
NO EOIT EARORS ENCOU!ITiRED-COIM1P[TTATION IS NOW BEGINNING
"` WAANING N0. 2" - WATEA SURFACZ ZLEVA^ION GIVEN SS LE55 THAN OR EQllALS INVEFT ELHVATION IN HbrJI(D5, W.S.ELEV = INV + OC ~iL ICENSEE: A.B.F, fi L
aASSOC. - SAN -IECO PGASP PAGE 1
WATEA SUGFAC£ PROFILE L?STING
HARVESTON: PHASE 2: LATEItAL G1
ESAZ NOHAHH~+D, PE, OS/0~/ 2003
STATIORI INVERT OEPTH W.S. Q VEL VEL ENERGY SUPHA CAITICAL HGT/ HASE/ ZL NO AVBPA
ELEV OF PLOW ELHV HEAO GHO.£L. ELEV DEPTH DIA IO N0. PIEA
L/ELEM 50
...u~~~ ..........
.....~~~~~~~~u~~~~~~.e
.....:...
....... SF AVE
..~..... HF
..........
......« NOPM -EPIH
...~~.r...«..r....
.....~.
.~.er~« ZR
«.«..
...
u..~~
1000.00 1061.50 1.401 1062.9~1 52.2 18 -05 5.283 1068.184 0.00 2.326 2.50 0.0~ 0.00 0 0.00
30.69 0.09"15"1 ~043]62 1.39 1.3]0 0.00
1030.69 1062.96 1.915 1066.3'!5 52.2 SB.21 5.151 1069.526 0.00 2.326 2.50 0.00 0.00 0 0.00
21.06 0.04996 .042334 0.89 1.390 0.00
1051."15 1p63.9"1 1.4J0 1065.400 52.2 1~.98 5.021 10]O.a21 0.00 2.326 2.50 0.0~ 0.00 0 0.00
36.69 0.04~6~ ~039890 1.96 1.3~0 0.00
lO8B.94 1065."!2 1.4]0 106'1.189 52.2 1'i.39 4.695 30'1-~.BB4 0.00 2.326 2.50 0.00 ~.00 0 0.00
31.32 0.04]61 .035964 1.13 1.390 0.~0
1119.96 1069.21 1.530 1068.]42 52.2 16.SB 4.26v 30]3.009 0.00 2.32fi 2.50 0.00 0.~0 0 0.00
20.54 0.06"16"1 ~031852 0.65 1.3~0 0.00
1140.30 1068.19 1.593 1069."189 52.] 15.80 3.848 i003.662 0.00 2.326 2.50 0.00 0.00 0 0.00
14.65 0.049fi9 .028263 0.61 1.3~0 0.00
1154.95 1068.89 1.661 10]0.551 52.2 15.0~ 3.526 10]4.0~~ ~.DO 2.326 2.50 0.00 0.00 0 0.00
1.39 0.09]]4 .026620 0.04 1.390 0.00
1156.34 1060.96 1.6fi9 3040.626 52.2 10,e5 3.490 10]G.116 0.00 2.326 ~~50 0.00 0.00 0 0.00
10.65 0.04"1"19 .024809 0.26 1.3"/0 0.00
_. _
__ .. ^~}~
_. `~%
Page 1 of 2
i
~. , .: ,
C:Ipdatalt 510062716271atg 1.OUT
1166.99 1069.A6 1.]92 10i1.209 5].2 IG.29 3.192 3099.3]9 0.00 2.326 2.50 0.00 ~.00 0 0.00
8.18 0.04"I"I4 .022130 0.18 1.1~0 ~.00
11]5.1~ 3069.86 1.821 30]1.606 52.2 13.63 2.883 10~4559 0.00 2.326 2.50 0.00 0.00 0 0.00
6.34 0.09009 .019810 0.13 1.300 0.00
1181.51 10~0.16 1.906 10]2.Ofi4 52.2 12.99 2.621 10'14.685 0.00 2.326 2.5~ 0.00 0.00 0 0.00
t."19 0.09~~9 .O1]821 0.09 1.3')0 0.~~ "vL2CEN5EE: +~
~ R.B.P. F ASSOC. - SAN OI£GO FORSP PAGE 2
WATER SURFACE PAOFILE LISTING
HANVESTYJN: PNASE 2: LATEAAL G1
EJAZ MOHAMMAD, PE, OS/0'!/2003
STATION INVEAT OEPTH W.S. Q VEL VEL ENERGY SUPER CAITICAL HGT/ BASE/ ZL NO AVBYA
ELEV OF FLOW ELEV HEAD GRD.EL. ELCV DEPTH OIA I- N0. PIEA
L/¢LIIA SO SF AVE HF NORH OspTH ZR
•.e.err~ ...................«......u........~ur..r..~...r.....u~.......u.................r.rrr...........~.....................
3186.30 10~0.39 2.001 10~2.188 52.2 12.39 2.383 10'!4.>]1 0.00 2.]26 2.50 0.00 0.00 0 0.00
3.42 0.04~~4 .01616~ 0.06 3.3'!0 0.00
1189.'l2 10'I0.55 2.110 10"I2.660 52.2 11.81 2.16'! 10>9.82'1 0.00 2.326 2.50 0.00 0.00 0 0.00
1.61 0.0G598 .015089 0.02 1.385 " 0.00
1191.13 30]0.62 2.106 1002.991 52.2 11.51 2.056 10'1a.849 0.00 2.326 2.50 0.00 0.00 0 0.00
1.20 0.04598 .019182 0.02 1.385 0.00
1192.33 1090.69 2.326 1002.996 52.2 30.9] 1.868 10~4.efi4 0.00 2.326 2.50 0.0~ 0.00 0 0.00'i
I;'SY-' lij ~~. ~' j ~ i~J,"d'~~ ~i /~b:iS~
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Page 2 of 2
,
, C:lpdata11510062716271atg2.0UT
"v~nxe: v/ 8/2003
Tie~: 9:25
' P0515P
WATER SURFACE PROFIL£ - CNANNEL DEP INITION LISTING PAGE 1
CARU SECT CFIIi NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV YQ) Y12) Y(31 Y14) Y157 Y161 Y1~) Y(8) Y19) Y110)
COO£ NO TYPE PIERS WIDTH OIAMET£R WIDTH DROP
CO 1 4 1. 50 ~ ~'
' D F 0 5 1 5 P PAGE NO 3
WAT2R SURFACE PAOFILE - TITLE CAAU LISTING
' HEADING LINE NO 1 IS -
HAAVESTON: PHASE 2:
WT'cRAL G2
HEADING LINE NO 2 IS -
EJAZ HOiumao, PE, OS/O"1/2003
, HEADING LINE NO 3 IS -
"1 -0
, o F 0 5 1 5 P PAGE NO 2
WATER SIRtFACS PAOFILE
- ELEMENT CARO LISTING
' ELEMENT NO 1 SS A SYSTEM ~UTLET .
ll/5 OATA STA?ION INVERT S£CT W S ELEV
, 1002.49 3090.3'1 1 1090.80
.. ELEMENT NO 2 IS A AEACH `
U/5 DATA STATION `
INVEAT `
SECT
N
RA~IUS
ANGLE
ANG PT
MAN H
' 1043.53 1090.59 1 0.013 0.00 0.00 0.00 0
ELQ]ENT NO 3 IS A REACH ` ' `
U/S ~ATA STATION INVCRT SECT N RA~I[IS ANGLE ANG PT MAIi N
1~59.24 3090.6] 1 ~.013 0.00 a~.a0 0.0~ 0
, ELEMENT NO 4 IS A NEACH
U/5 OATA STATION TNVEAT SECT N PA~NS ANGLE ANG PT MAN H
. 1398.53 3092.91 1 0.013 0.00 0.0~ o.o0 1
ELEMENT NO 5 IS A RFACH ' ' '
U/5 DATA STATION SNVERT SECT N AA~IOS ANGLE ANG PT MAN H
' 1408.08 1092.41 1 0.013 0.00 29.39 ~.00 0
EL£HFNT NO 6 IS .
A HEACH .
U/5 DATA STATION IlNENT SECT N RADIUS ANGLE NG PT MAN %
141'l.]9 3092.46 1 0.013 0.00 0.00 0.00 0
ELIIIENT NO ] IS A SYSTEM H2ADWORI(S ' '
~ U/5 -ATA STATION :NVEAT SECT W 5 ELEV
1410.09 1092.46 1 0.00
' NO EDIT :RRORS ENCOUNTE4£D-COMPOTATION IS NOW HEGINNSNG
^ NNWING N0. 2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVEAT £LEVaT20N N HOWKOS, W.S.ELEV = INV a DC -i LICENSE°: A.B.F. fi a
a ASSOC. - SAN -SEGO Fa515P PAGE 1
WATER SUAFACE PAOFILE LI STING
, HAAVESTON: PHASE 2: LATEAAL G2
ESAZ MOHAMMD, PE, OS/0'1/2003
STATION I:NERT OEPTH Vl.S. Q VEL VEL ENEAGY SUPEA CRIiICIw NGT/ BA SE/ 2L NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV OEPTH DIA ID N0. PIER
, L/ELEM 50
.......~~..u~u~.
~~u~~~ev......~urr.u
u~~r~u~.
...... SF AVE
~..~... •.HP
... ..~.
.~.~«~ NORM -EPT11
~r~~~r.rruw........
~.~~.uWV
...... ZR
.....~~.
.~.r.r
3002.49 1090.3"1 1.054 1091.424 'I.4 5.58 0.483 3091.90"! 0.00 1.054 1.SD 0.00 0.00 0 0.00
~ 3.28 0.00536 ~006639 0.~2 1.180 0.00
1005.00 1090.39 l.lp2 3091.490 ].4 5.32 0.439 1091.929 0.00 1.OSG 1.5~ 0.00 0.00 0 0.00
20.5] 0.0053fi ~005998 0.12 1.SB0 0.00
3026.34 1090.50 !.154 1091.fi52 "1.4 5.00 0.399 1092.051 0.00 :A59 1.50 0.40 0.00 0 0.00
, 1].19 O.OOSl6 .0055]2 0.10 1.180 0.00
i043.53 1090.59 1.165 1091.]55 "1.4 5.02 0.392 1092.14"1 0.0~ 1.056 1.50 0.00 0.00 0 0.00
15.91 0.00509 .OOi439 0.09 1.210 0.00
' 1059.29 1090.60 1.181 1091.851 ].4 0.96 0.381 1092.232 0.00 1.059 1.50 0.~0 0.00 0 0.00
109.4C 0.00513 .005230 0.5] 1.210 4~00
1168.fi8 1~91.23 1.230 3092.4i1 9.9 4.85 0.365 309].806 0.00 1.054 1.50 0.00 ~.00 0 0.00
, 229.85 0.00513 .0051~6 1.1~ 1.230 ~.04
1398.53 1092.a1 1.210 1093.62~ ].4 9.85 ~.3fi5 1093.92: 0.~0 1.059 1.50 0.00 c.oo 0 0.00
6.08 0.00000 ~D04905 0.03 0.000 0.00
' 1404.61 109].41 1.2]0 1093.680 ~.4 4.64 0.334 1094.019 0.00 1.059 1.50 O.OG 0.00 0 0.00
3.a1 0.0000~ - .004629 0.02 0.000 0.0~ ^~
\
' Page 1 af 2
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1
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'
,
'
'
,
'
,
'
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'
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'
'
C:lpdata11510062716271atg2.0UT
1608.08 3092.43 1_299 1093.~09
9."I1 0.00515
14ll.19 3092.46 1.290 1093A50
~5~~~~~
'I.1 4.55 0.322 3094.031 0.00 1.054 1.50 C.00 0.00 0 0.00
.0095]6 0.00 1.200 0.00
'i.9 4.58 0.325 1094.0'!5 0.00 1.054 1.50 0.00 0.00 0 0.00"v
~~ ~~~ ~ Llv ~ -~
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Page 2 of 2
L!
'
C:lpdata11510062716271 atg3.0 UT
:vOATE: ]/ B/2003
TIME: 9:30
' FOS15P
WATER SURFACE PROFILi - CHANNEL DEFINITION LISTING PAGE 1
' CAAU SECT CM. NO OP AVE PIER HEIGHT 1 SASE ZL ZR INV Y111 Y12) Y(3) YIA1 Yf5) Y16) Y1~1 Y18) Y191 Yl301
COOE NO TYPE PIERS WIDTN DIAMETER WIDTH DROP
CO 1 4 2.50 ~
~ ' o F 0 5 1 5 P PAGE NO 3
WATEA SURFAC£ PROFILE - TITLE CAPD LISTING
' FIEADING LINE NO 1 IS -
HARV£STON: PHASE 2: LAT£PAL G3
.
HEADING LINE NO 2
IS -
EJAZ MOHAMMA-, PE, OS/Q'!/2003
' HFADING LINE NO 3 IS -
3
-0 F O 5 1 5 P PAGE NO 2
u
O
WATER SIRIFACE PROFILE - ELQTcT1T CARD LISTSNG
ELQ~IiT NO 1 IS A SYSTEM 0~ ET ' ' ~
ll/5 DATA STATION INVERT SECT W S ELEV
100].54 10]3.11 1 10]].90
ELQ~[iT NO ] IS A REACH ' ' '
U/5 OATA STATION I[iVERT SECE N PADNS ANGLE ANG PT MAN H
1023.2"1 1093.19 1 0.013 0.00 0.00 0. 00 0
ELP.MEI~T NO 3 IS A AEACii ' ' '
U/S OATA STATION INVERT 5£CT N MDIUS ANGLE ANG PT MAN H
1045.53 lOJ3.30 1 0.013 0.00 56.68 0. 00 0
ELEMENT NO 4 IS A REACH ' ` '
U/S OATA STATION iNVERT SECT N RADIUS ANGLE ANG PT MAN H
109].90 3043.56 1 0.013 0.00 0.62 0. 00 0
ELEM£NT NO 5 IS A AEACH ' ` ~
p/S DATA STATION INVEAT SECT N RADIUS ANGL£ ANG PT MAN H
12JB.fi9 1004.26 1 D.~13 0.00 0.00 0. 00 0
ELEMENT NO 6 IS A AEACN ' ' `
U/5 DATA STATION INVEAT SECT N RAD305 ANGLE ANG PT MAN H
32~4.02 1044A4 1 0.013 0.00 89.98 0. 00 0
ELEMENT NO ] IS A REACN ' ' '
U/5 OATA STATION INVEAT SECT N W+ONS ANGLE ANG PT MAN H
1949.06 10'15.32 1 0.013 0.00 16.55 0. 00 3
ELEMEN'C NO 8 25 A REACN ` • '
0/S DATA STATION INV£RT SECT N RADIOS ANGLE ANG PT [Y~N H
1644.5~ 10"16.36 1 0.013 0.00 0.00 0. 00 0
¢LFS2NT NO 9 IS A 0.EACH ' ' '
U/5 DATA STATIbN INVERT SECT N AAD105 ANGLE ANG PT MhN H
1650.04 1006.36 1 0.013 0.0a 93.~3 0. 00 0
ELEMENT NO 10 IS A AFACH ' ' '
U/S ~A^.`A STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1682.31 10'16.49 1 0.013 0.00 0.00 0. 00 0
ELEN.EI:T NO 11 SS A SYSTEH HEUNJWOIll(5 ' '
O/S DATA STATION INVEdT SECT W 5 ELc
ifie2.31 lOlfi.49 1 0.00
NO EDIT ERAOAS 4COONTERED-COMPllTATION 25 NOW HEGINNING
" WARNING N0. 2• ' - WATEH SURFACE ELEVAT ION GIVEN IS LESS TFW~] OA EQUALS SNVEAT ELEVATION IN H~VMDS, W.S.ELEV = INV a CC "1LICENSEE: R.H.F. S J
LASSOC - SAN ~IEGO FOS15P PAGE 1
WAT_R SURPACE PAOFiLE LISTING
HAH~STON: PHASE 2: LATEPAL G3
EJA2 MOHNNAA~, PE, OS/0"!/2003
STATiON INVEA'f -EPTH N.S. 4 VEL VEL ENERGY SUPER CNITICAL HGT/ BASE/ ZL NO AVHPR
ELEV OF FLOW ELEV HFAD GR-.F.L. cLEV ~£PT4 OIA ID NO. PIER
L/ELEM 50
nu..~..~~xx~.:..»
«e.........~~ .........
........
.~.~ur SF AVE
uuuu F:P
~.~uur~.
....r.. NOAM OE?TH
......r.r~...u~u~
uu....
........ ZR
..~..
r.u
~u~.
100].SG 10~3.11 4.~90 300~.900 22.3 4.SG 0.320 1008.220 O.DO 1.606 2.50 0.00 0.00 0 0.00
15.]3 0.00509 .002956 0.05 1.632 0.00
1023.2"1 10]3.19 4.]56 10'1'l.946 22.3 4.SG 0.120 10'18.2fi6 0.00 1.606 2.50 0.00 0.00 0 0.00
22.26 0.00494 .Q02556 0.09 i.650 0.00
1045.53 10'13.30 4.]63 1~]8.063 22.J 4.59 0.320 30"1B.3B3 0.00 1.605 2.50 0.00 0.00 0 0.0~
52.3"/ 0.00996 .002956 0.15 1.650 0.00
109i.90 10~3.% 4.6~~ 30v8.23v 22.3 4.54 ~.320 10~B.55v 0.00 1.606 2.50 0.00 0.00 0 0.~0
14~.'19 0.0049] ~002956 O.E2 1.695 0.00 ~~
Page 1 of 2
/~ ~~; ; . _ . -:
C:Ipdata11510062716271atg3.0 UT
1218. 69 10'l4.26 4.393 10~8. 653 22.3 9.59 0.320 30]8. 9]3 0.00 1.606 3.5a 0.00 0.00 0 0.00
35. 33 0.00509 ~002956 0. 10 1.631 0.00
1204. 02 30]4.44 4.381 10"I8. 821 22J 4.54 0.]20 1099. 141 0.00 1.606 2.50 0.00 0.00 0 0.40
1]5. 00 0.00503 .0~2956 0. 52 1.640 0.00
1449. ~fi 10]5.32 4.062 10'I9. 382 22.3 C.54 0.320 30'19. '!02 0.00 1.606 2.50 0.00 0.00 0 0.00
155. 51 0.00669 ~002956 0. 4fi 1.490 0.00
1604. 5~ 10]6.36 3.482 lOl9. B42 12.3 C.54 0.320 1080. 162 0.00 1.606 2.50 0.00 0.00 0 0.00
53. 1~ 0.00000 .002956 0. 16 0.000 0.00
165) .]4 10~6.36 3.fi89 3080. 044 22.3 <.54 0.320 1080. 364 0.00 1.606 2.50 0.00 0.00 0 0.~0
24 .5] 0.00529 .002956 O. OI 1.630 ~.00
1fi82 .31 30'16.49 3.626 1060. 116 22.3 4.54 0.320 1080. 436 0.00 1.606 2.50 0.40 0.00 0 0.00-,
~,~ S~.'C „~' lLf~;'rJ . 5`-''> -- C~. ~-~ ~0, ~a~~
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Page 2 of 2