HomeMy WebLinkAboutDrainageStudy(Aug.22,2003)~v~-~'~ 2°I639 - 2
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SEP o 3 2003
CITY OF 7EMECULA
DRAINAGE STUDY
DATE ST & YNEZ RD
HARVESTON PHASE-2
August 22, 2003
%/2 0~9~39-~
Prepared for:
Lennar Communities
24800 Chrisanta Drive
Mission Viejo, CA 92691
Phone: (949) 598-8500
Fax:(949) 598-8640
Revision History
Date Comment
07/31/2003 First Submittal
08/22/03 Second Submittal
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.
RBF JN 15-100627.003
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' Table of Contents
introduction Page 1
' Hydrologic Methodology Page 1
Hydrology- Existing Conditions Page 2
Hydrology Proposed Conditions Page 2
' Hydraulics Page 2
Conclusions and Recommendations Page 4
References Page 4
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~~I' Llst of Exhibits
Exhibit-1: Vicinity Map
I' Exhibit-2: Hydrologic Soils Group Map
Exhibit-3: Proposed Condition Hydrology Map
List of Appendices
I' Appendix A: Hydrologic Calculation Backup
. Plate D-4.1 Standard Intensity Duration Curves Data
• 10- and 100-year Rational Method calculation backup
I ~ • Exhibit-2 and -3
' Appendix B: Hydraulic Calculation Backup
• Street Gutter Capacity Calculation Backup
' • Catchbasin in Sag: Capacity Calculation for 7' and 14' long catchbasins
• Catcbasin and Street Capacity in Existing Ynez Rd
• Pipe Hydraulic Calculations
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, H:\Pdata\15100627~CALC\HydrologylReport\627HydReport-Harveston Dr.doc
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DRAINAGE STUDY Date St and Ynez Rd
I. INTRODUCTION
The proposed project Harveston Phase II Development is master planned communiry in
the City of Temecula, Riverside County, California. The proposed development studied
in this report is Date Street and Ynez Rd. Both of these streets are major access to the
Harveston project. Exhibit-1 shows the location of this project.
This study specificaily accomplishes the following tasks:
•:~ Determine the peak post-developed onsite 10-year and 100-year runoff.
•A 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.
:• Design pipes to carry the 100-year flow.
II. HYDROLOGIC METHODOLOGY
The methodology presented in this study is in compliance with the RCFC&WCD 1978
Hydrology Manual (Reference 2, hereinafter referred to as the Manual).
Model Descriptions -The Integrated Rational 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 classification
system, which classifies soils into four (4) hydrological groups (HSG): A through D, with
D being the most 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 (Exhibit-2), the majority of this project lies within HSG "B."
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DRAINAGE STUDY Date St and Ynez Rd
The remaining area in the north consists of HSG "BC."
Development Type- The proposed development was based on singl~family homes
with a density of 4 lots per acre, or condominium whenever high-density development
was proposed. For drainage areas with streets only, corrmercia~ land use was used.
Intensity-The10-minute / 60-rninute 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 abovementioned plate is included in
Appendix A.
Drainage Areas and Flow I~atterns - The drainage areas and flow patterns were
determined using the proposed mass grading. The areas were measured using the
computer capabilities of AutoCAD.
III. HYDROLOGY - EXISTIING CONDITIONS
The hydrologic analysis for existing conditions was addressed in Refere~ce 1& 2, and
will not be repeated in this report.
IV. HYDROLOGY - PROPC)SED CONDITIONS
The flows contributing to the drainage infrastructure designed per this drainage study
come from Drainage Basins-%00 and -800. Exhibit-3 shows the drainage basins with
drainage area of each basin arid flows at each node for 10- and 100-year frequencies.
V. HYDRAULICS
This report adhered to the RCI=C&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, caiculated using the FlowMaster computer program,
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DRAINAGE STUDY Date St and Ynez Rd
(Reference 4) are inciuded in Appendix B. The catchbasin capacity calculations are also
included with the report. The flows in the street and in the catchbasins are less than the
street and catchbasin capacities.
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.
i' All the catchbasins are in sag condition. Catchbasin capacity per FHWA HEG22
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
, water surface in each manholes are below surface. The Manning's n used for the RCP
pipes is 0.013.
, In this report, pipe hydraulics is presented only for pipes and laterals of Line-N, Lateral,
' N-1 and N-2 in Ynez Rd at Equity Drive, Line-O and lateral O-1 in Equity Drive, Laterals
A-3 and A-4 in Ynez Rd at Date Street, Line-J in Ynez Rd at the northern boundary of
1 the project. Inlet Capacity of the existing catchbasin in Ynez Rd located north of County
Center Drive is also included. Line M-2, which is located in Date Street near Lakeview
Rd, is also presented. Line M-2 is an extension of existing Line-M constructed per Tr
, 29639-1 plans. A copy of HGL calculation result summary is included in Appendix-B.
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DRAINAGE STUDY Date St and Ynez Rd
VI. CONCLUSIONS AND RECOMMENDATIONS
1. Methodology used in this report is in compiiance 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 Desrgn Report: Harveston Master Plan
of Drainage, February 20, 2002.
2. RBF Consulting, Drainage Infrastructure Design Report: Tract 29639-2,
Narveston Master Plan of Orainage- Phase 2, June 25, 2003
3. Riverside Flood Control District and Water Conservation District (RCFC&WCD)
Hydrology Manual, 1978.
4. Advanced Engineering Systems Software (AES), Rational Method Hydrology
System Model Version 8.0, January 1, 2000.
5. Haestad Methods, Inc., FlowMasterversion 6.1.
6. Advanced Engineering Systems Software (AES), Hydraulic Elements Program
Package (HELE1) Version 8.0, January 1, 2000.
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PLANNINO p DE910N 0 CONSTRIICTION
0 B 8 27555 YNEZ ROAD, SUfiE 400
TEMEWLA, CALIFORNIA 9259I-4679
C O N S U LT I N G 909 676.8042 • FAX 909676.7240 • www.RBF.com
~
EXHIBIT-2
HYDROLOGIC SOI~S GROUP MAP
HARVESTON PHASE-II
SOURCE: PLATE C-1.52 RCFC & WCD HYDROLOGY MANUAL
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Project Descripfion
Worksheet
Flow Element
Method
Solve For 56'R-0W
Irtegular Chani
Manning's Fon
Discharge
Input Data
Slope 005000 ft/ft
Water Surface Elev 100.00 ft. _
MAX Q TO top-of-curb S=0.005
Worksheet for Irregular Channel
°' ~l '
~~c-~- T t~`r;~ ~~-.
~_.'r ` r~~ ~' 't f .{ ~ 1
:I
Options
Current Roughness Methoved Lotters Method
Open Channei Weighfing >ved Lottefs Method
Closed Channel Weightin~ Hodon's Method
Results
Mannings Coeffic 0.015
ElevaGon Range . 50 to 100.20
Discharge '18,96 ds
Flow Area 7.7 k'
Weried Perimetei 37.08 ft
Top Width 36.00 ft
Actual Depth 0.50 k
Critlcal Eleva6on 99.99 ft
CriGral Slope 0.005780 ftHt
Velociry 2.46 ft/s
Velocity Head 0.09 k
Specific Energy 100.09 k
Froude Number 0.94
Flow Type SubcriGcal
Roughness Segments
Start End Mannings
SWtion SWtion Coefficient
0+90 O+g4 0.030
0+94 1+42 0.075
1+42 'IM6 0.030
Naturel Channel Points
Station Elevafion
(ft) (ft)
0+g0 10020
O+g4 100.'12 ~ .
1+00 100.00 . .
1+00 99.50
1+02 99.63
1+02 99.66
1+18 99.98
7+34 99.63
1+34 99.66
'1+36 99.50 .
1+36 100.00 ^ O
~~
h:~..~t;alclh drol
y ogyVlowmasteAStreets.fm2 ProjeQ Engineer. RBF Consulting
RBFConsuWng
~ 7l26/02 09:52:07 AM ~ Haestad Methods, Inc. FlowMasterv6.1[614k]
37 Brookside Road WaterDury, CT 06706 USA (203) 755-1666 Pa9e 1 of 2
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MAX Q TO top-of-curb S=0.005
Worksheet for Irregular Channel
Natural Channel Points
StaUon Elevation
(ft) (ft)
1+42 100.12
1M6 I0020
2~
h:l..~calcViydrologyVlowmastetistreets.fm2 Project Engtneer: RBF Consutting
RBFCOnsWting J FlowMasterve.l [614k]
71Y26/O2 09:52:0~ AM B Haestad Methotls, I~~. 37 Brooksitle RoaA Waterbury, CT 08708 USA (203) 7551666 Page 2 of 2
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MAX Q TO RA-W S=0.005
Worksheet for Irregular Channel
Projed Desaiption
Woricsheet
FIowElement
Method
Solve For 56'R-0W
IrregularChani
Manning's Fon
Discharge
Inpu[ Data
Slope 005000 fVft
Water Surface Elev 100.20 ft
Options
Current Roughness Methoved Lotters MeNOd
' Open Channel Weighting >ved Lotter's Method
Closed Channei Weightin! Horton's Method
' ResulGs
Mannings Cce(fic 0.017
Elevation Range . 50 to 100.20
' Discharge 4521 ds
FlowArea 76.9 R'
Wetted Perimetei 57.08 ft
7op Width 56.00 ft
' Actual Depth 0.70 ft
Critipi Elevation 100.16 ft
Critical Slope 0.006939 ff/ft
' Velocity 2.67 ft/s
Velodty Head 0.11 ft
Specific Energy 100.37 ft
Froude Number p,gg
' Flow Type Subcritipl
Roughness Segments
' Start End Mannings
StaGon Station Cceffident
t 0+90 0+94
O+gq ~+qZ 0.030
0.015
~'~2 ~~ 0.030
' Natural Channel Poin4s
Station Elevatlon
(k) (ft)
, 0+90 10020
0+94 100.'12
-- -_-- . . . 1+00 100.00 .
.. . . .
-
~ 1+00 99.50 . .
' 1+02 99.63
1 *02 99.66
7+18 99.98
' 1+3q 99.63
1+34 99.66
'1+36 99.50
' ,+as ,oo.oo ZZ
h:l..~calclhytlrology\flovrtnasterLSt2e[s.fin2 Project Engineer. RBF Co~sulti~g
RBF Consulfing
t t/26/02 09:52:41 AM ~ Haestad Methotls, Inc. FlowMaster v6.1 [614kj
37 Brookside Road Waterbury, CT 06708 USA (203) 755-7666 P
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MAX Q TO R-O-W S=0.005
Worksheet for Irregular Channel
Natural Channel Points
Station Elevation
(h) (h)
7+42 100.12
1+46 100.20
6
~
h:l..lcalc~hydrologyVlowmasterlstreets.fm2 Pro)ecl Engineer. RBF Consulting
RBF ConsuMing FlowMaster v6.7 [674k]
11/26/02 09:52:41 AM O Haestad Methods, Inc 37 Brookside Road Watertury, CT 06708 USA (203) 755-7686 Page 2 0/2
MAX Q TO R-O-W 5=0.010
Worksheet for Irregular Channel
Project Description
Worksheet 56'RAW
Flow Element Irregular Chani
Method Manning's Fon
Solve For Discharge
Input Data
Slope 010000 ft/ft
Water Surface Elev 100.20 ft
Options
Current Roughness Methoved Lotter's Method
Open Channel Weighting rved Lottefs Method
Closed Channel Weightln~ Horton's Method
Results
Mannings Coeffic 0.017
Elevafion Range .50 to 100.20
Discharge 63.94 ds
FlowArea ~6.9 k'
Wetted Perimetei 57.08 ft
Top Widih 56.00 ft
P.ctual Depth . 0.70 ft
~ Critical Elevation 100.24 ft
Cntlcal Slope 0.006523 fVk
Veiocity 3.78 fUs
Velocity Head 0.22 ft
Spedfic Energy 100.42 ft
Froude Number 121
Flow Type Supercritical
Roughness Segments
Start End Mannings
Station Sqtlon Coefficient
O+gO O+gq 0.030
0+94 1+42 0.015
1M2 1+46 0.030
Natural Channel Points
Station Elevation
~ft) (ft)
0+g0 100.20 ~
O+g4 100.12
~ 1+00 100.00 ~ ~ . ~ .. . .
1+00 99.50 ~
1+02 99.63
1+02 99.66 ~
1+18 99.96
1+34 99.63
1+34 99.66 .
1+36 99.50
~+36 100.00 'L~
h:l..lcalc~hydrologyWOwmasterlstreets.frn2 Pro~ect Engineer. RBF Consulling
RBFConsulting ~ Fl
11/26/02 09:54:32 AM
~ Haestad Methods, Inc. owMasterv6.1 [614kj
37 Brookside Roatl Waterbury, CT 06708 USA (203) 755-1666 Page 1 ot 2
MAX Q TO RA-W S=0.01 U
Worksheet for Irregular Channel
Natural Channel Points
Station Elevation
~ft) (K)
1W2 100.12
1+46 100.20
2~
Project Engineer. RBF Consulting
h:1...lcalc~hydrology\flowmasierlstreets.fm2 RBF ConsulUng FlowMaster v6.1 [614kj
11/26l02 09:54:32 AM ~ Haestad Methods, Inc. 37 Brookside Roatl Waterbury, CT 06708 USA (203) 755-7666 Page 2 of 2
MAX Q TO CURB S=0.010
Worksheet for Irregular Channel
Projec[ Description
Worksheet 56'R-0W
Flow Element Ircegular Cham
Method Manning's Fort
Solve For Discharge
Input Data
Slope 010000 fVft
Water Surtace Elev 100.00 ft
OpGo~s
Current Roughness Methc>ved Lottefs Method
Open Channei Weighting ~ved Lotter's Mefhod
Closed Channel Weightinc Horton's ~Method
Resul4s
Mannings Coeffic 0.075
Eieva6on Range .50 to 70020
Discharge p~,g~ ~
FlowArea ~ 7.7 {~
Wetted Perimete~ 37.08 ft
Top Width 36.00 ft
Actual Depth 0.50 ft
CriUcal Eleva6on 100A5 ft
Criticai Slope 0.005492 fVtt
Velociry 3.48 fUs
Velocity Head 0.19 ft
Specific Energy '100.19 ft
Froude Number 1.32
FlowType Supercritical
Roughness Segments
SWrt End Mannings
Station Statlon Coefficient
0+90 O+gq 0.030
0+94 1+42 0.015
1+42 1+46 0.030
Natural Channel Points
Station
(ft) Elevation
(ft)
0+90 . 100.20
0+94 100.12
1+00 100.00
7+00 99.50
1+02 99.63
1+02 99.66
1+18 99.98
~+34 99.63
1+34 9g.66
1+36 99.50
1+36 100.00
~
Prqecl Engineer. RBF Consuitin9
h:1...~calc~hydrology\flowmasterlstreets.fm2 RBF Cansutting FlowMaster v6.1 [6~4k]
~ 1/26/02 09:54:58 AM ~ Haestad Mefhotls, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 ot 2
MAX Q TO CURB S=0.010
Worksheet for Irregular Channel
Natural Channel Points
Station Elevation
(ft) (ft)
'1+42 100.12
1+46 700.20
2~
h:l..~calcNydrologyVlowmasterlstreets.fmT Projea Engineer. RBF Consutting
RBFCOnsulting FlowMasterv6.1 [614kj
1126/02 09:54:58 AM ~ Haestad Me[hotls, Inc. 37 Brooksitle Roatl Waterbury, CT 06708 USA (203) 7551666 Pa e 2 of 2
9
Worksheet
Worksheet for Curb Inlet In Sag
Project Description
Worksheet Curb ~niet in Sag
Type Curb Inlet lo Sag
Solve For Spread
Input Data
Discharge 26.00 ds = .-.. . . ~.~ (`~~ ~,.' ~`~ t• _ ~ "; ?
Gutter Width 2.00 K
Gutter Cross Slope 0.060 fUft (V:H)
Road Cross Slope 0.020 fUft (V:H)
Cwb Opening Length --~ ~
14.00 ft ~-~ - ~ o„ ~ j! '
`~
~
Opening Height 10.0 in
~
Curb Thmat Type Horizontal
Local Depression 4.0 in
Local Depression Width 4.00 ft
Results
i
Spread 15.65 ft _: ~~ ~ ~ ~ i; -';~
Throat InGine Mgle 90.00 degrees ~ ~ ~~' f ' ~ ~ ~~ ~-~~"
Depth 8.7 in ~ -
GutterDepression ~.0 in - . _ u ~ ~r,1-l~
Total Depression 5.0 in ~ ~ - -
/~
Project Engineer: Ejaz Mohammatl
h:~pdata\7570062TCaIC~hydrotogyW27hyd.fm2 Robert Bein, William Frost & AssociaMS FlowMaster v6.0 [6'14b]
Ot/29/03 64:55:18 PM ~ Haestatl Methotls, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-~666 Page t of 1
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Worksheet
Worksheet for Curb Inlet In Sag
Project Desctiption
Worksheet Curb Inlet in Sag
Type Curb Inlet In Sag
Solve For Spread
Input Data
Discharge 20.00 cfs _ - _
~ .--~ -~- '~ , . ;
`°-~
~' i''~ ``~~ S
Gutter Width 2.00 ft _.__
y
Gutter Cross Slope 0.060 Wft (V:H)
Road Cross Slope 0.020 ft!ft (V:H) t
Curb Opening Length 7.00 ft ,_
r. . r° `` `
^_~" ~~~ E
Opening Height 10.0 in
CurbThroatType HorizonWl
Local Depression 4.0 in
Local Depression Width 4.00 ft
Results
~. i
Spread 15.39 ft - ~~ „G~i ` e° ~` t;,~ ~ t,; ' 4.: -° ~
Throat Indine Mgle 90.00 degrees '~ ~ ~~ -
~.. a~
. Depth 8.7 in ._. t..: ~ ' "` ~~ 1 ~,,. ! ~ ~ ~ ~
Gutter Depression 1.0 in •-~° ' ~ ~.. ~ i
..~
Total Depression 5.0 in -
2°~
Project Engineer: Ejaz Mohammad
h:~ptlata\~510062TCa1clhydroiogy~627hyd.fm2 RobeR Bein, William Frost 8 Associates FlowMaster v6.0 [614b~
01/29/03 04:56:01 PM ~ Haestad Methods, Inc. 37 Brooksitle Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
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Worksheet
Worksheet for Combination Inlet In Sag
Project Descnption
Worksheet Ynez Rd Existing @STA 30+O1.F
Type Combination Iniet In Sag
Solve For Spread
Input Data
~ ~~5~~~ ~
~~ ~ Y„~c= ~ ~1.~
Discharge 52.00 cfs
Local Depression 2.0 in
Local Depression Width 13.29 tt
Gutter Width 2.00 ft
Gutter Cross Slope 8.30 °/
Road Cross Slope 2.00 %
Curb Opening Length 13.29 ft
Opening Height 0.83 ft
CurbThroatType Honzontal
Grate Width 2.00 ft
Grate Length 1329 ft
Grate Type P30 mm (P-1-1/8")
Clogging 50.0 %
Options
Calcula[ion Option Use Bo[h
ResWls
Spread 7.97 ft
Throat Incline Angle 90.00 degrees
Depth 0.59 ft
Gutter Depressian 'I.5 in
Total Depression 3.5 in
Open Grate Area 8.0 ft'
Active G2te Weir Length 1529 ft
~
Project Engineer: Ejaz Mohammad
h:\pdata\1510062Tcalc\hydrology\627hytl.(m2 RBF Consulting FlowMaster v6.7 [674k]
07/30/03 03:07:58 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-7666 Page ~ of ~
! i oot~Z7
~~
I
627LATA3.OUT
mNTE: ]/2B/2003
YIM6: 1]:SJ
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' XATER SURPACE PAOPILE - CHAN~JgL DSFINITION LISTING
PAGB 1
CARO 55Cf CIW NO OP AtR PIBA H62GHT 1 BA56 ZL ZR INV Yf1) Y(2) Y(37 Y(4) Y(5) Y(6
CODS NO TYPE PI6R5 WI-TH DIAMeTER XIDTH
OROP 1 Y( ~) YI81 Y(9) Y(10)
~ C9 18 a 1.50
' C9 39 < 3.00
N 30 4 2.50
CD 36 4 3.00
-0 P 0 5 1 5 P m -0
PAGB NO 3
WATER SURFACE PROF3LE - TITLE CNtD LISTZHG
, NBAOING LINE NO 1 IS -
HARVESIVN: PFIASE ]: LAT A-3
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ESAZ MOIiAtRlpp, PE, 03/04/3003
NEAOING LINE NO 3 TS -
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WATSR SNiFAC6 PROPILS - E1,0t6N'P Cppp LISTING
6LEHEMC NO 1 IS A SYST2M OV1'L@f +
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1011.OB 10]4.06 18 p.013 0.00 0.00 0.00 0
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0 O`00
3.83 0:35588 .000613 0.00 -0.]]0 0.00 '
3011.08 30>4.96 3.652 10~8.512 ].6 1.4] 0.034 lOJA.S<6 0.00 0.611 1.50 p.00 0.00 0 0.00
' ]0.99 0.09053 .00061] 0.03
0.300
0.00
1013.96 3096.J5 1.]80 10~fi.530 E.6 3.9] 0.034 10]B.569 0.00 0.611 1.50 0.00 0.00 0 0.00
3.13 0.090]] .000606 0.00 0.300 0.00
, 1035.09 10"11.03 3.500 10]8.533 2.6 3.4'I 0.0]4 30]8.566 0.~0 0.613 1.50 0.00 0.00 D 0.00
1.51 0.090]] .OOOS6B 0.00 ~ 0.300 0.00 ~
3036.60 10]].1] 3.360 lOJ8.529 2.6 1.59 0.03] lOJ0.566 0
00 0
611 1
50 0
0
.
. . .
0 0.40 0 0.00
' 0.85 ~.09033 .000555 p.00 0.300 0.00 \
103].45 10'1>.3< 1.280 30)0.525 2.6 1.63 0.0<1 10>0.566 O.DO 0.611 1.50 0.00 0.00 0 ~
0.00
, Page 1 of 4
~ ~~ ~~° ~
i 1
' 627LATA3.OUT
o.~o o.asozz .oaosaa a.oo o.3oa
o.oo
1038.15 10'1'1.31 1.213 10"18.522 3.6 1.]0 0.045 SO>9.Sfi> 0.00 0.611 1.50 0.00 0.00 0 0.00
' 0.60 0.09~22 .000660 0.00 0.300 0.00
1038."IS 10'IJ.36 1.155 10'18.S1B 2.6 1.)6 0.099 10'I0.56) 0.00 0.611 1.50 0.00 4.00 0 0.00
' 0.30
10]9.05 0.09023
10]].39
1.102
30'18.492
2.6 1.6) .000]39
0.054 0.00
10>B.546
0.00
0.611 p.300
1.50
0.00 0.00
0.00
0
0.00
~ AYURAULIC SUMP 0.00
1039.05 10'I'l.39 O.JOO 10]].690 2.6 10.3] .653 10)9.3a3 0.00 0.611 1.50 0
00 0
00 0 0
40
t 34.5'! 0.09033 .0>9890 3.]6 0.300 . .
0.00 .
lO13.62 1000.51 0.30~ 1000.609 2.6 30.32 1.653 lOB3.963 0.00 0.611 1.50 0.00 0.00 0 0.00
8.~3 0.~9022 .Oi5156 0.66 0.300 0.00 mLICENSEC: O
J R.B.P. F ASSOC. - SAN DIEGO P05 15P
PAGB 3
' WATER SU&PAC& PROPIL@ LISlING
HARVESrtJN~ PHASB 2: LAT A-3
SJAZ MOHN4AA~, P8, 0]/04/300J
, STATION INV6RT
ELEV DBPTfi
OP PIAW N.S.
6LfiN Q VEL VEL
HBAO ENBRGY
GItD.6L. $l]pp.l{
~.6V ~,QITIGL
D6PTH NGT/
DIA BASB/
I- N0. ZL NO
PIEft AVBPR
../ELEM... ...~~.... «<..... ~~~~.«u«« ~~~.«~~.~~~~e~x ~~SP AVE ...~.~~.u~ ~~~u.. ..~~.~~r~NORM DEP1'Ife~«~y «~u~.~. .. ~« u~~ ~uu
lOB3.35 1D81.30 0.309 1001.605 2.6 9.89 1.518 1083.iZ] 0.00 p.611 1.50 0.00 0.00 0 0.00
, 5.35 0.09032 .06600'/ 0.35 0.300 0.00
1~0'1.60 1001.]] 0.320 1083.090 2.6 9.93 3.3]8 1083.468 0.00 0.611 1.50 0.00 0.00 0 0.00
3.'IB 0.09080 .OSB53] 0.16 0.]00 0.00
, 1090.3B 1083.0] 0.328 lOB3.350 3.6 9.09 1.383 SOB3.633 0.~0 0.611 1.50 0.00 0.00 0 0.00
2.~1 0.09000 .051980 0.14 0.)~0 0.00
3093.09 lOB1.3'1 0.339 3081.608 3.6 8.6'! 1.166 1003.i14 0.00 0.611 1.50 0.00 0.00 0 0.00
' 2.08 0.09090 .045450 0.09 0.300 0.00
3095.11 3083.66 0.351 1083.800 ].6 0.35 1.OSB 1083.866 0.00 0.611 3.50 0.00 0.00 0 0.00
1.65 0.09080 .039>54 0.0'! 0.300 p.00
1096.8] 108].61 0.36] 30B].9>0 3.6 J.88 0.964 1083.934 0.00 0.611 1.50 0.00 0.00 0 0.00
' 1.39 0.09000 .034]48 0.05 0.300 0.00
1098.16 1082.'l3 0.3'!5 lOB3.104 1.6 'I.51 0.8]] SOB3.991 U.00 0.611 1.50 0.00 0.00 D 0.00
' 1.11
3099.2J 0.09080
10B3.B3
0.390
1063.21'1
3.6 "I.16 .0303]]
0.]9] 0.03
3084.034
0.0~ '
0.611 O.J00
1.50
0.00 0.40
0.00
0
0.00
0.93 0.09080 .036565 0.03 0.30D 0.00
1300.19 1002.91 0.401 1083.319 ].6 6.82 0.]]3 1004.03] 0.00 0.611 1.50 0.00 0.00 0 0.00
' 0.'1'1 0.09080 .p33334 0.03 0.300 0.00
1100.96 108].98 O.a15 3093.398 3.6 fi.53 0.659 1004.05) 0.00 0.611 1.5~ 0.00 p.00 0 0.00
0.63 o.090B0 . .p]0343 0.41 0.300 0.00
' 1101.59 1083.04 0.430 lOB3.4]1 3.6 6.21 0.59B 1084.069 0.00 0.611 1.50 0.00 0.00 0 0.00
0.54 0.09080 .O1'1814 0.01 0.300 0.00 mLICENSEE: C
~ o R.B.P. 6 ASSOC. - SAN OI8G0 POS1 5P pAGS 3
WATSR S1IRPACE PROPILE LIS'f2NG -
HAR Ve510N: PHASB b~ LAT A-3
' EJAZ MOdAU9MAD, PS, 03/04/3003
STATION INVBRT DEP'IH W.S. Q VHL V&L BNSRCY SUPBR CRITICAL HGT/ BASB/ 2L NO AVBPA
EL8~1 ~P FIqH EL6~ HEM GAll.SL. EL&V pfiPT9 pIA SD N0. P SSA
, L/HLOA~~~~ ~.5~..... ...e... .u.......~~ ~~~u~~~~~~~~~.~. .SP+AVE.e ...~P~~r. «.~~«. u.~... NORM OEPfN. ..:~~.r ~~~~«~. .ZA.~~ ~~~~. ~..
110].13 3083.09 0.465 lOB].534 ].6 5.9] 0.545 3084.OJ9 0.00 0.611 1.50 0.00 0.00 0 0.00
0.96 0.09080 .O155B8 0.01 0.300 0.00
' 11D].59 1083.13 ~.<60 1003.591 ].6 5.69 0.999 3089.OB5 0.00 0.611 1.50 p.00 0.00 0 0.00
0.36 0.09080 .01365] 0.00 0.300 0.00
110].95 3083.16 0.4'I'I lOB3.661 ].6 5.]8 0.450 1004.091 0.00 0.611 1.50 0.0~ 0.00 0 0.~0
0.32 0.09000 .01195] 0.00 0.300 0.00 ~1-
v
' 1103.3) 108].19 0.993 1083.606 2.6 5.13 0.409 1009.094 0.00 0.611 1.50 0.00 0.00 0 ~
0.00
' Page 2 of 4
i 1
' 627LATA3.OUT
o .za o.ososo .oioav~ a.oo 0.300 0.00
1103 .50 1083.]1 ~.511 1083.'135 l.6 4.09 0.3'l1 lOB6.096 0.00 0.611 1.50 0.00 0.00 0 0.00
' 0 .20 0.09000 .009180 0.00 O.100 0.00
1103 .'!0 1083.23 0.529 3083.]61 3.6 4.66 0.33'! 1084.098 0.00 0.611 1.50 0.00 0.00 0 0.00
0 .14 0.09U60 ~008046 0.00 O.J04 0.00
' 1103 .84 1083.3a O.SaB lOB3.'193 3.6 4.44 0.30'1 1064.099 0.00 0.611 1.50 0.00 0.00 0 0.00
0 .09 0.49080 .QO')OS'! 0.00 0.300 0.00
1103 .93 1~83.]5 O.S6B 1083.8]1 2.6 4.24 0.2'!9 1064.100 0.00 0.611 1.50 0.00 0.00 0 0.00
~ 0 .0] 0.09080 .00619U 0.00 0.300 0.00
1304 .00 1083.26 O.SBB lOB3.69~ 3.6 4.04 0.154 1004.1a1 0.00 0.613 1.50 0.00 0.00 0 0.00
~ 0 .01 0.09080 ~005416 0.00 0.300 0.00
' 1104 .01 lO8J.26 0.611 1083.9J1 2.fi 3.85 0.330 1084.101 0.00 0.613 1.SU 0.00 0.00 0 0.00
JVNCf STA O.o8902 0.00
1101 .38 1083.56 0.300 lOB3.168 1.3 0.'IB 90 1006.966 0.00 0.92~ 1.50 0.00 O.pO 0 0.00
15 .56 0.0899] .090135 1.40 0.200 0.00 mLICENSEE: i
, oR.B.P. 6 ASSOC. - SAN OIECO POS15P PAGB 4
NAT6R SUAPACB PROPILB LI SYING
HAR VES1tlN: PNASE 2 : LAT A-3
ESA E MOlIAMMAO, PE, 03/04/2003
STATI ON INVHRT OEPTH W.S. 4 VEL VSL &iBRGY SLPER CRITICAL HGf/ BASB/ 2L NO AVBPA
, &LEV OP PfON ELEV flEM G8-.BL- BLEV D6P1H OIA TO NO. PIER
~ L/ELH1
.u.«..~r SO
r.«u.w.
ee~ r~~ ~~
.«~«r. e. e~~~. e
~~~~~a
~uo«e SP AVE
.....e~~ NP
.~~~~r u~~
«~»~~ NOAM DEPTH
.ou~..e u.r..a~~
r r r~~..
~r»..~a ZR
. u~~~
~~a ~ '
~a~..
112] .99 1084.96 0.]OB 1085.368 1.] B.)B 1.198 1086.366 ~.00 0.4]] 1.50 0.00 0.00 0 0.00
, 36 .50 O.U903] .006935 1.43 0.]40 0.00
1139 .94 lOB6.45 0.311 1086.662 1.] 8.55 1.136 100'1.~99 O.OO 0.4]] 1.50 0.00 0.00 0 0.00
B .0] 0.09~3Y ~OJ8414 0.63 0.300 0.00
, 114] .53 106].18 0.318 lO0t.39B 1.3 8.38 1.030 lO8B.436 0.00 0.63'! 1.50 0.00 0.00 0 0.00
] .9'! 0.0903] ~068426 0.2] 0.300 0.00
1151 48 59
100) 0
225 308~.'!64 1.3 '1.'1B 0.991 1U88.'!OS 0.00 0.42] 1.50 0.00 0.00 0 0.00
. . .
' 1 .53 a.0903] ~059]55 0.35 0.30~ 0.00
1154 .01 100].'1'1 0.133 1088.000 1.3 ~.43 0.05"! 1O88.B5] 0.00 0.43J 1.50 0.00 O.OU 0 0.00
1 .83 0.0903'I ~052319 0.10 0.]00 0.00
, 1155 .84 SOBJ.93 0.161 1080.3]4 1.3 'I.O] 0.])5 1090.949 0.00 0.43~ 1.50 0.00 0.00 U 0.00
1 .39 0.0903'1 .045610 0.06 0.200 0.00
3351 .33 1088.06 0.]69 1080.308 1.] 6.~4 D.)OS lOB9.013 0.00 0.43'i 1.50 0.00 0.00 0 0.00
' 1 .13 0.0903'! ~039015 0.09 0.30a 0.00
1150 .35 1090.16 0.]5'1 lO8B.41] 1.3 6.4G 0.643 1089.060 0.00 0.4d'I 1.50 O.OO 0.00 0 0.00
0 .89 0.0903] ~034"!'!O 0.03 0.300 0.00
1159 .34 SOBB.34 0.166 lO8B.506 1.3 6.13 0.584 1009.090 0.00 0.42J 1.50 0.00 0.00 0 0.00
' 0 .>] 0.0903] ~030388 0.02 0.300 0.00
1159 .91 lO8B.31 0.]'15 1088.581 1.J 5.96 0.533 SOB9.113 0.00 0.G2] 1.50 0.00 0.00 0 0.00
0 .62 ~.0903~ .026538 0.03 0.300 0.00
' 1160 .59 1088.36 0.384 1080.646 3.J 5.58 0.483 1~89.339 0.00 0.43J 3.50 0.00 0.00 0 0.00
0. 50 0.0903"I .~~31B6 0.01 0.200 0.00 mL2CEN5EE: -0
O R.B.P. fi ASSOC. - SAN DIBGO FOS1 5P PAG6 5
HAR
VESSVN+ PHAS5 ]
: LAT WATBR
A-3 SIR2PACH PROPILE LISfING
' 6JAE MAHAIMN~, PE. 03/~4/2003
STATION INV6RT DBPTH W-S. p 46L VSL ~GY SUPER CAITICAL HGT/ BA58/ ZL NO AVBPR
OP
PLOW ~&All GRD.BL V
. OEP1H D NO ER
P
'
L*ELEM
.. : »~
SO
eoE.~~: +
«
e ~o~~.W«.«a ~..«r~ .av.~.
SP AVE
. .«
dP U
~
6' .
NORM DSPTH
« ..• u~A~~. ..
.. .. ..*
2R .
. ...'
1161. 09 SOBB.41 0.194 1088.~01 1.3 5.31 0.<3'1 1089.1]0 0.00 0.43] 1.50 0.00 0.00 0 0.00
, 0.
3161. 43
52 0.0903]
lO8B.45
0.309
30B8.~50
1.3
5.06 ~0203]1
0.39'1 0.01
lOB9.14]
0.00 '
0.43i 0.]0a
1.50
0.00 0.00
0.00
0 ~
0.00
, Page 3 of 4
627LATA3.OUT
0. 36 0.0903) .O1]'IOB o.oi o.aoo o.oo
1161. 89 1~80.48 0.314 3088.'193 1.3 4.83 0.363 1069.156 0.00 0.43] 1.50 0.00 0.00 0 ~.0a
0. 29 0.0903'1 .0154i5 0.00 0.240 p.00
1363. 1~ 308B.51 ~.315 1088.830 1.3 4.63 a.JJO 1089_160 ~.00 0.42'1 1.50 0.00 O.DO 0 0.00
0. 25 0.0903~ .0335J0 0.00 0.300 0.00
1163. 42 3088.53 ~.336 3080.B6J 1.3 4.J9 0.300 1089.363 0.00 0.431 1.50 0.00 0.00 0 0.00
0. 10 0.09031 .011821 0.00 0.200 0.00
1162. 63 lOB8.55 O.I4~ lOBB.093 1.3 9.19 0.2'I3 3089.166 0.00 4.92J 1.50 0.00 0.00 0 0.00
0. 16 0.0903) .010330 0.00 0.300 0.00
1163. ')B 1088.56 0.359 1088.919 1.3 3.99 0.3C) 1089.166 0.00 0.4]] 1.50 0.00 0.00 0 0.00
0. 13 0.0903) .009031 0.00 0.]00 0.00
1161. 91 1088.5J 0.3~1 1080.9G3 1.3 1.01 0.336 1089.169 0.00 0.9]~ 1.50 0.00 0.00 0 0.00
0. 09 0.0903'1 .OOiB9B 0.00 0.200 0.00
1163. 00 3088.58 D.3B4 3080.964 3.] 3.63 0.205 lOB9.169 0.00 0.63] 1.50 0.00 0.00 0 0.00
0. 0] 0.0903'! .006900 0.00 0.200 0.40
1363. 0] lOB8.59 0.39i lOB8.983 1.3 3.46 0.186 3009.169 0.00 0.43'1 1.SU 0.~0 0.00 0 0.00
0. 03 0.0903'! .0~604] 0.00 0.300 0.00
1163. 1~ lOB8.59 0.413 3089.000 1.3 3.30 0.169 1089.169 0.00 0.42Y 1.50 0.00 o.oa 0 0.00
0. 01 0.0903i .005269 0.00 0.200 0.00 mLICENSEE: <
o R.B.P. fi ASSOC. - SAN DIEGO PO515P PAGE 6
WAS'ER SUAPAC6 PROPILS LISTtNa
HARV8510N: PHTiS ] : LAT A-3
EJAZ MOHAlP1M~ PS~ 03/04/]003
STATZON INV&R]' DEPSX N.S. Q VEL YEL ENERCY SISPER CRITICAL HGL/ BASE/ ZL NO AVBP0.
SL6V OP PLOW SLEV I{EAO GR-.BL. ELEV OEP31f -IA I- NO. PIER
L/6L6M
rr~aau
~a SO
a+re«:...
..»~.~..
~.eu.r.~~~~~~
~~~..~~
.~...r~ SP AVE
e~..r..r HF
~»a~.~«~
u~~.~~ NORM p6P2H
.~~~..ue~~e~..~..»
:.e:vo
ue~~« yµ
rrr~ry
s~~~~
~s~•
1163. 11 1088.59 0.42'I lOB9.01] 1.3 3.14 0.153 3089.1]0 0.00 0.42] 1.50 0.00 0.00 0 O.OOm
W S~L _ ~.d.C-. ~, °}- ~" ~~4:.. ,~ ~
~1~ ~. ~ ~ _..
r ~~:>~rd~ . ~ ~ v-1~
~-- ~ ~~ ; . ;.>~~ '
_ ~~:~~,~
~
Page 4 of 4
~1
~
toocP~ ~
627LATA4.OUT
~~ATE: ~/28/2003
TIMS~ 19:56
POS15P
' WATER SIIRPACE PROFSLE - CHANN6L ~EFINITION LISTING YAGB 1
CARO SECf CWJ NO OF AV6 P}gR H£IGHT 1 BASE 2L 2R INV YQ) Y(3) Y(37 Y(4) Y(51 Y(67 Y(0) Y(B~ Y(9) YQO)
COOE NO TYPE PIEAS WIOTN DIAM6T6R WIDTI{ OROP
cn ie a
cro aa a iso
z.oo
' CU 30 4 1.50
CD 36 4 3.00 m -0
o P 0 5 1 5 P PAGB NO 3
WATfiA SURPACS PNOPIL6 - TIYLS GRO LZSTING
' HEADING LINe NO 1 IS -
NAAVB5IVN~ PHASB 2: LAT A-6
HBAOSNG LINS NO 1 IS -
' 8JA2 MOHAMMnD, PE, 03/04/200]
HEADING LZNE NO 3 ZS -
m -0
-0 P 0 5 1 5 P
PAG& NO l
' WATHR SURPACe PROPILE - ELEMENT CAR- LISTING
ELRMENT NO 1 IS e
A SYStSM OUTLBi •
,
.
U/S OATA STATION INVBRT 5&Cf
-
W S ELfiV
~ 1002.20 3083.56 30 SOB3.B]
~ ' ELEMENT NO 2 IS A RSACN •
U/S DATA STATION SNVeRT SECC d RApiUS ANGLE ANG pf MAN H
ioia.~s 3099.98 18 0.013 0.00 0.00 0.00 0
ELBMSNT NO 3 IS A AEAIX • •
U/S OATA STATION INV&RT SSCE N RA-IUS ANGLB ANG PT MAN H
^ 1031.50 1085.15 10 0.013 0.00 22.49 0.~0 0
- SLQiBNT NO 4 IS A A8A61 ' • •
U/6 DA'fA 5'fATION INVEAT SECE N RApIUS ANGLE ANG PT MAN H
1050.54 lOB'!.'!J 18 0.013 0.00 0.00 0.00 0
' ELEMENT NO 5 SS A REAqf • • •
U/S DA'fA SfATION INVERT SfiCE N pApiUS ANGLB ANG pf MAN H
lO6B.31 1089.31 10 0.033 0.00 45.00 0.00 0
EI.6M&NT NO 6 SS A REAIN •
U/S DATA STATION INVBRT SECE N AAIIIUS ANGLB ANG PT MAN H
' 1069.54 lOB9.92 10 0.013 . 0.00 0.~0 0.00 0
eLHABNT NO ~ IS A SYS'fEM flEAt)WORRS
U/S OATA STATION INVfRT SECf* N 5 BLEV
1069.50 1~09.4] 1B 0.00
NO EUZT ERROR$ 6NCOUNT&RE~-COMPITTATION IS NOW BEGINNING
' ~• NARNING NO. 2• - WATER SUAFACE ELEVATION GIVCN 25 LCSS SHAN OA OQON.S INVERT ELEMTION IN HDWKDS, W.S.ELEV ~ INV i OC mLICENSEE: A.B.E s C
oA550C. - SAN DIEGO POS15P PAOB 1
NATSA SU%PACE PAOFILE LISTING
HAAVE510N: PHASE ]: LAT A-4
sSAZ MOATMAnD, P8, a3/Oa/2003
, STATZON ZNV6RT DSPTH W.S. Q VBL VEL EN6AGY SUPBA CRITZCAL HGT/ BA55/ ZL NO AVBPR
EL6V OP Pf/JW Q.BV HEAD GRD.BL. EL6V D8P'1H DIA IU NO. PIeR
L/BLEM SO SP AVB NP NOAM 06PTH ZR
•r~f~r~fr~r~~~u~~~»a~~~~~.1~u~trt~uf~r •Hrr1~r»r~Iffrr~»eut~~~yu~~u~~r~ll~ura~lAfr~~~a~~~~~~~fr~s~~r»y~»u
~~ ' 1003.30 3083.56 0.209 SOB3.)69 • 1.3 8.]3 .392 1089.951 0.00 0.43] 1.50 0.00 0.00 ~ 0.00
30.55 0.08]30 'e •'r+••'•"' .OB])81 0.93 0.200 0.~0
1012.]5 lOB4.40 0.]09 lOB9.6B9 1.3 8.]2 1.182 1085.6'1l 0.00 O.G2] 1.50 0.00 0.~0 0 0.00
' 8.fi3 O.OB'/]0 .~8~~81 0.]9 0.200 0.00
3023.58 1085.25 0.309 1085.959 1.3 9.'!2 1.182 1~86.691 O.OU 0.43] 1.50 D.40 0.00 0 0.00
13.]9 0.08~02 .OB~Ofi9 1.31 o.aoo 0.00
1034.3'1 1086.36 0.309 lOB6.5]3 1.3 8.6~ 1.166 108~.~IB 0.00 0.42] 1.50 0.0a 0.00 ~ 0.00
' 16.1] a.08]03 .OB0953 1.31 0.]OD 0.00
lO5a.54 10B~.1'1 0.33'1 lOB].9B) 3.] 8.33 1.051 3099.0]B 0.00 0.43t 1.50 0.00 ~.00 0 ~.00
3.33 O.OB]15 .0]3664 0.1) 0.200 0.00
' 1053.Bt 308'1.9"1 0.319 3088.193 1.3 8.12 1.035 lOB9.21] 0.00 0.42'l 1.50 0.00 0.00 0 0.00
9.40 0.08'!15 .O6~SSB 0.30 O.d00 0.00
305].2'! 1~88.]6 0.236 3090.593 1.3 ].l9 0.930 1089.513 0.00 0.42] 1.50 0.00 0.00 0 ~.0~ ~
' 3.>3 0.08"/35 .058991 0.16 0.300 0.00 ~
1059.99 3086.59 0.134 1O88.B18 1.3 'I.]9 0.84] 1089.fi]5 0.00 ~.43] 1.50 0.00 0.00 0 0.00
' Page 1 of 2
L~~ ~~~ ~
11
' 627LATA4.OUT
3.96 O.OB>15 .05148'1 0.10 0.300 4.00
1061.95 3088.9~ 0.241 1089.006 1.3 ].03 OA69 1089.9~3 0.00 0.62] 1.50 0.00 0.00 0 0.0a
, 1.45 0.08]35 .O<4956 O.OJ 0.200 0.00
3063.40 1008.89 0.150 3009.191 1.3 6.'10 0.69) 3089.B3B 0.00 0.42'I 1.50 0.00 0.00 0 0.00
1.16 0.06]35 .p39295 0.~5 0.200 0
00
' 3064.56 lOB0.99 0.158 1009.d50 1.3 6.40 0.63'! 1089.BBJ 0.00 0.92] 1.50 0.00 .
0.00 0 0.00
0.93 O.OBJ15 .034313 0.03 0.200 0.00 WLICENSEE: o
O R.B.P. F ASSOC. - SAN -IEGO POS 35P pp~g p
WATpt SUAPACE PROPILE LISTING
AAAVE51bN~ PHASE d: LAT A-4
, EJAZ MOIIAMMAD, P6, 03/49 /2003
SfATION INV6RT OSPTH H.S. Q VEL VEL SNSRGY SIIPBA CRITICAL HGT/ HASE/ ZL NO AV9PR
SL6V OF YLOW BL6Y HBAp Gp-.EL. SL6V D6PTH OIA I~ N0. PSER
`/6L8M 50 .«•.~ ~r N ORM
D6PT8 R
' f
..«..
.». ...o..« ».........e» .....« .«.... ..
. ..w..
~~~~ «e.... ...a«~~ `
~..rv.~~~~~~~~«~
~~~~..~r~..
1065.49 1009.0) 0.269 1099.3~0 1.3 6.10 0.59B lOB9.918 0.00 O.9b 1.5~ 0.00 0.00 ~ 0.00
0.>6 O.OB'l15 .029986 0.02 0.300 0.00
, 1066.25 3089.14 0.2'16 1069.415 1.3 5.03 0.528 1099.943 0.00 0.43) 1.50 a.40 0.00 0 0.00
0.6] 0.08]15 .036185 0.03 0.200 0.00
1066.88 1089.19 0.385 1DB9.4'!9 1.3 5.56 a.4'I9 1089.959 0.40 0.42~ 1.50 0.00 0.00 0 0.00
' 0.53 0.08~15 .0328J6 0.01 0.300 O.Op
306].4~ 1089.24 0.395 1009.535 3.3 5.38 0.934 1089.969 0.00 0.9d] 1.50 0.00 O.UO 0 0.00
0.49 0.08)35 .019998 0.01 0.300 0.00
' 106'1.84 3089.28 0.305 1089.583 1.3 5.04 0.396 30B9.9)~ 0.00 0.9Z'1 1.50 0.00 0.00 0 0.00
0.3) 0.08'!15 .OS'14]5 0.01 0.300 0.00
1068.21 1~89.31 0.315 lOB9.6]5 1.3 9.81 0.360 1U89.9B5 0.00 0.41'I 1.50 0.00 0.00 0 0.00
0.39 0.0851"I .015])0 0.00 0.300 0.00
' 1060.50 3089.33 0.335 1089.659 1.3 4.61 0.330 1089.909 0.00 0.6]> 1.50 0.00 0.00 0 0.00
0.36 0.0852] .013530 0.00 0.300 0.00
3068.>6 1089.36 0.336 loB9.693 1.3 9.39 0.300 1089.993 0.00 0.42] 1.50 0.00 0.00 0 O.Oo
' 0.23 0.0853i .011831 0.00 0.200 0.00
1068.98 3089.J0 0.34] 1U89.]33 1.3 4.19 0.3T) 1009.996 0.00 0.43) 3.50 0.00 0.00 0 0.00
0.1'I ~.0853) .p10330 O.DO 0.300 0.00
' 1069.15 lOB9.39 0.359 1089.]49 3.3 3.99 0.3Q'! 1009.996 0.00 0.43J 1.50 O.OU 0.~0 0 0.~0
0.14 O.OB53J .009031 0.00 0.300 0.00
3069.39 1089.40 0.3~1 lOB9.'I'!3 1.3 3.81 a.336 1089.999 0.00 0.92] 1.50 0.00 0.00 0 0.00
, 0.10 0.0853'i .00~898 0.00 0.200 0.00 m1.ICENSEE: -0
YR.B.P. 4 ASSOC. - SAN DI6G0 POS1 5P PACE 3
WAT&R SUAPAC& PROPILE LISTING
HARVESTON~ PNASE 2~ LAT A-9
ESAZ MOHTDPIA-~ PB, 03/06/ 2003
' STATION INVERT -EPCH W.S. Q V6L V8L fiN6RGY SUPSR CAITICAL HGT/ OASE/ ZL NO AVBPR
6LSV OP PIAW II.6V HSAII GP-.BL. 6LeV 08P1H DIA iO N0. PICR
L/Q.SM 50 9P AVB. HP NORM p6PTH ZA
u r u r ~~»~~~~»r~ ~ ~ ~r r~~~u u~~u ~uu~e«e».»~ ~~~.e~e ev v~o ur~~~.o ~~ ~~~u~r~ ..~~..~~~ r~~~~«~~~~ui~~~~~~~u..~. ~~. r~~~ue~•
' 1069.39 3089.41 0.309 1099.]99 1.3 3.63 0.]OS lUB9.999 0.00 0.93'1 1.50 0.00 0.00 0 0.00
0.0~ 0.065]] .006908 0.00 0.]00 0.00
1069.46 3089.4] ~.39'1 3089.013 1.3 3.46 O.1B6 3089.999 0.00 0.91] 1.50 Q.00 0.00 0 0.00
' 0.43 0.085]] .006063 0.00 0.200 0.00
1069.49 3089.4] 0.411 lOB9.0J0 1.3 3.]0 0.169 lOB9.999 0.40 D.4]~ 1.50 0.00 0.00 0 0.~0
0.01 0.0852] .~05269 0.00 0.300 0.00
' 1069.50 3089.42 0.42] IOB9.B4"I 1.3 3.14 0.153 1090.000 0.00 0.42'! 1.50 0.00 0.00 0 O.OOm
~ ' ~ ~ ~ ,
~
' ~F
~ -,..: ~'
E~ ~ ~.' j~ ~" J ~ '
(/~ 7 ~ L~4 ~x , A' ~.
4. 1 f.. .r;~+, ..~.._ i
" i
i .
' `
i' /
~
`:~ ~, ~~ ~~ r ~r
~ ~ f /
/
4
' Page 2 of 2
~
II , 6271inej.OUT
~ o o c~;~ ~_
0
waa: ~/ae/aoo3
TIM6: 1'l: 4
FOS15P
WATER 311RPACE PROFILE - CHANNEL DEPINITION LISTING PAGE 3
CAR- S< CFW NO OF AVE PIER NBIGHT 1 HASE 2L ZR INV YQ) Y(27 YI3) Y(47 Y(57 Y(6) Y(9~ Y(0) Yl91 Y(SO)
C008 NO TYPfi PI£RS WIDiN DIAMEfER NIVffi DROP
CO 18 4 1.50
C9 24 4 ].~0
m 30 4 2.50
Cp 36 9 3.00
F 0 5 1 5 P
NATEA SUNPACS PROPSLS - TITLB CARO LISTSNG
HEADING LINE NO 1 ZS -
HARVES]'ON: PHA56 1~ LINE J
H6AUtNG LIN6 NO 3 I9 -
HSA~ING LINS NO 3 IS -
SJAZ MOHAlQAM, PE
^
PAG6 NO 3
P 0 5 1 5 P PAG6 NO 3
NATQt SURPACe PROPILB - SLEMENT CAR~ LISTING
ELEMENf NO 1 IS A SYSTEM OUiLSf • •
U/S DATA STATION INVBAT SSCf W 5~.fiV
3000.00 1081.40 30 1083.50
SLEMENT NO d IS A REAQ{ •
U/& ~ATA SfATION INVERT SECE N RA~IUS ANGLG ANG Pf MAN N
30~'J.93 1001.14 30 0.013 0.00 0.00 0.00 0
ELEMENT NO 3 IS A REACH
e •
ZNVERT
U/5 OATA SLA2ION SCCE N RAOI115 ANGLE ANG PT MAN N
. 1043.69 3091.~9 30 0.013 4.00 91.10 0.~0 0
SLIIIENT NO 9 SS A RSACH `
U/S ~ATA STATSON INVERT SECE N AAIlZUS ANGLS ANG PT MAN H
1506.80 3090.00 30 0.033 0.00 16.50 0.00 1
ELEMENf NO 5 IS A RBACIi '
ll/S OATA STATION INVEAT 58CI ~ N HAUIUS ANGLE ANG PT MAN H
1556.05 1090.81 30 0.013 0.00 0.00 0.00 0
SLEMENT NO 6 IS A REACIf
' •
INV6RS
U/5 ~ATA STATION SSCP N RADI~S ANGLE ANG PT MAN H
1591.40 1091.50 30 0.013 0.~0 90.00 0.00 0
&LEMENT NO ] IS A REACH `
U/S OATA STATION INVBRT SECE N RA-IUS ANGL6 ANG PT MAN N
1630.06 3091.]1 3D O.OIJ 0.00 0.00 0.00 0
n.nvENf NO B IS A REACH
' •
11/S OASA STATSON INVERT SBCT N AA~lIUS ANGLB ANG PT MAN H
36'16.9'1 1093.88 30 0.013 0.00 5.90 0.40 ~
SL&d6NT NO 9 IS A SYSTEM HEAOWOR~GS ' ~
U/S -ATA STATION INV6RT SECf W S ELEV
16~6.9] 1091.80 ' 30 . U.00
NO EOIT HRRORS QiCOUNTERE~-CVMPVfATION IS NON BEGI NNING
" MA[1NING NO. 2•` - WATER SURFACE ELEVATION GIVE[ i IS LE55 TIWI OR EQUALS INVEAT ELEVATION IN HONKUS. W.S.ELEV = INV ~ OC ^
LICQi5S6: R.H. P. fi ASSOC. - SAN DISGO MOS15P PAGS 1
pATER SURPACE PROPILS LISTING
HMVESItlN: PHTS& 2: LIN6 P
ESAZ MOHAMMA~, PS
STATION INVSRT D6PTH W. S. 0 V8L VEL ENENGY St]PER CRITICAL NGT/ HASE/ ZL NO AVBPR
ELSV OF PLOF` EL6V HEAO GRD.EL. EL&V DEP'fH OIA I~ N0. PIER
L/6LEM
uru:er. ~ SO
~.~~ ~.«»
:~««e. e
~.»~
.~.~..
u..~. ru
~~~u
~~~ SP AVE
~~~ar u~ r HP
ee. r.~«e:
~u ~~~ ~ NOItM OSPlH
~ ~~e»~» ~~u ~.~.r ~
.+r...a
..e~~er~ ZR
»~r~
o~«r
rrr•
1000.00 1001.00 1.604 108] .604 40.] 12 .33 3.3]1 1084.935 0.00 3.194 3.50 0.00 O.UO 0 0.00
'!.9] 0.01'160 .O1>858 0.14 1.610 0.00
lU0].93 1~81.14 1.609 IOB3 .]49 90.] 11 .3] d.339 1005.O6B 0.00 1.149 3.50 0.00 0.00 0 0.00
]5.'1'! 0.0181] .Ol'1'1'11 0.6< 1.59J 0.00
3043.69 3081.]9 1.610 1083 .400 40.] 13 .10 3.303 lOB5.J0] 0.00 3.199 3.50 0.00 O.OU 0 0.00
J2].82 0.~1'1~3 .O1J6J3 5.'19 1.630 0.00
1]'11.51 108).60 1.630 3089 .31] 90.~ 11 .18 3.303 1091.535 0.00 3.149 3.50 O.OU a.0a 0 U.00
135.39 0.01'!'!3 .016"/30 3.d6 1.630 0.00
1506.80 1090.00 1.6]'1 1091 .6]] 40.] 31. 63 3.099 3093.>)fi ~.00 ].196 2.50 0.00 0.00 0 0.00
ia.se O.oll6v .015508 o.za i.sio o.ao
1531.]B 3090.3~ 1.695 3091 .960 40.J 11. ~8 2.0{J 1099.00] 0.00 3.144 2.50 0.00 ~.00 0 0.00
3~
Page 1 of 2
1 C.tr~~y~- ~ ~
ii
i
6271inej.OUT
34.2) 0.01'!6~ .~14446 0.50 1.630 0.00
1556.05 1090.9J l.i'll 1092.641 40.'! 10.95 1.861 3094.503 0.00 2.144 2.50 0.00 0.~0 0 p.00
16.64 4.O1J82 .012965 0.32 1.604 0.00
15'12.69 3093.1'! 1.849 1093.~11 40.) 10.48 1.>0] 1094.'!18 0.00 2.149 2.50 0.00 0.0~ 0 0.00
10.94 0.01]fi3 .O116B5 0.13 1.609 ' 0.00
3583.6] 1091.36 1.933 109J.294 40.] 10.00 3.553 109G.fiG5 ~.00 2.194 3.50 0.00 0.00 0 0.00
5.91 0.01'!9] .030534 0.06 1.6~4 0.00
1589.Sa 1091.4) 2.030 1093.49'! 40.'! 9.53 1.411 3094.908 0.00 2.1a4 3.50 0.00 0.00 0 0.00
1.06 0.01"IB3 .0095B1 0.03 1.604 0.00
1591.40 1091.SU d.149 1093.664 G0.> 9.06 1.381 1094.915 0.00 ].144 1.50 0.00 0.00 0 0.00
4."I3 0.00950 .~OBe6"I 0.04 2.500 0.00 C
LICENSEfi: A.B.P. 6 ASSOC. - SAN -IEGO POS15P PAGB d
NATBA SURPACE pROPIL6 LISTING
8AAV851tl.~': PHASE 1: liINE P
6TA2 MOHAMPIA-, PE
STATION INVeRT DEPTH N.S. Q VBL V6L SNERGY SUPER CRIiICAL HGT/ BA58/ ZL NO AVBPR
SLEV OP PLOW ELEV HSAD GRD.SL. ELEV DEPTH DIA SD NO. PIER
L/ELFN 50 SP AVB HP NORM o8P1H 2A
:u.s..a:.~u r ru «r.ru. u..»~~~~~«u ~~uuue~~~e~rr~~~~~~~~~ e~~~ee.rr..»a«a..uu~rr ruu~u~r~u~~r»»~~~~.»~~~ r. r.~..r.e
1596.13 1091.51 ].281 1093.00] . 10.] 8.66 3.165 1094.961 0.00 3.144' 2.50 0.00 0.00 0 0.00
26.2B 0.0045~ .009130 0.29 3.500 0.00
1623.41 3091.64 2.500 1094.140 40.'1 8.39 1.06'! 1095.30~ 0.00 2.149 2.5~ 0.00 0.00 0 0.00
15.63 0.00450 .009~63 ~.15 2.500 0.00
1638.09 1~91.]1 2.SB4 1094.294 40.) 9.29 1.06] 1095.361 0.00 3.144 3.50 0.00 0.00 0 0.00
3fi.93 0.0093'1 .009B46 0.38 3.500 0.00
16"16.9] 1091.08 2.851 1094.~31 40.] 8.29 1.06] 1~95.]98 0.00 2.194 2.50 0.00 0.00 0 0.00~
w,S~C~,~j = ~~~~~°' 79~' .~ O 2 x!° ~, ~
_ /09~~.~s~.~
3a
Page 2 of 2
i ,
' 627LINM2.OUT
OpDATE: 8/12/2003
TIME: 8:54
F0515P
' WATER SUAFACE PA OEILE - CHANNEL DEFINITION LISTING PAGE 1
CARD SEQ CHN NO OF AYE PLER HESGHT 1 BASE 2L ZA INV Y(1~ Y12~ Y131 Y191 Y(5~ Y ~6) Y~]) T~O) Y~9 ) Y 1307
C~~E NO TYPE PIEAS WIDTH ~IAMEiER WIDTH ~ROP
CD 18 4 1.50 ~
~ CD 24 4 2.00
CD ]0 4 2.50
CD 36 4 3.00 m
WATER SURFACB PROFILE - TIPLE CPRD LISTING
' NEADING LINE NO 1 IS -
HAAVESTON: PHASE 2: LINE M-2
NEADING LINE NO 2 R-
' ESA2 MOHAMMA~, PE, 03/09/2 003 A~~ED REACH BEiWE£N 1118.52 6 18"l2.09 8/12 /0
HEADING LIN¢ NO 3 IS -
Q TAKEN FRCM WSPG HUN FOR PHASE I GIN¢-H=SJ CFS m
WATEA SUAFACE PAOF210
- ELFHENT CAAD LISIING
' ELEHENT NO 1 IS *
A SYSTEM OUTLET
e
U/S DA'fA STATION
INVEAT SECT ti S ELEV
1000.00 308].10 1B 1088.60
ELEMENT NO 2 IS A REACH • •
U/5 DATA STATION INVEAT +
SECT
N
NADNS
ANGLE
ANG
PT
MAN H
' 1083.10 lOB8.90 1B 0.013 0.00 0.00 0. 00 ~
. ELEI1ENT NO 3 IS A AEACH ~ " ~
U/5 DAtA STATION INVEAT SECS N RApIIIS ANGLE ANG PT MAN H
1118.52 SOB9.66 1B 0.013 0.00 B9.99 0. 00 0
~ ELEMENT NO 4 IS A REACH ` • ~
U/5 OATA STATION INVEAT SECT N HApIUS ANGLE ANG PT MAN H
12"12.09 1092.96 19 0.013 0.00 0.00 0. 00 0
ELEMENT NO 5 IS A REACH ~ ~ ~
U/5 DATA STATION INVEAT SECT N PADI-5 ANGLE ANG PT MAN H
' 12]6.91 3093.06 1B 0.013 0.00 0.00 0. 04 1
ELEMENS NO 6 IS .
A REACH Y
U/S MTA STATION INVERT SECT N AApIl15 ANGLE ANG PT MAN H
15]2.09 1098.96 1B 0.013 0.00 0.00 0. 00 0
- ELQ]ENT NO ] IS A REACH • + ~
' U/S DATA STATION INVERT SECT N RA~IUS ANGLE ANG PT MAN H
15]6.91 3099.06 1B 0.013 Q.00 0.00 0. 00 1
ELEMENS NO 8 IS A AEACH ~ ~ ~ .
O/S MTA STATION INVERT SECT N RADIUS ANGLE ANG P4 MAN H
1B]2.09 1305.02 19 0.013 0.00 0.00 0. 00 0
' ELQ4ENT NO 9 IS A AEACH
i .
U/5 DATA STATION SNVHRT SECT N RApIUS ANGLE ANG PT MAN H
1B'l6.91 1305.04 18 0.013 0.00 0.00 0. 00 1
ELEMENS NO 10 IS A AEACH • ~ +
' U/5 DATA STATION INVERT SECT N PApIUS ANGLE ANG PT HAN H
1945.36 3105.38 18 0.013 0.00 0.00 0. 00 0
ELEHENT NO I1 IS A REACH • *
{
U/S OATA STATION INVERT SECT N RApIUS ANGL£ ANG PT HIiN H
'
ELFSfENT NO
12 IS 1982.±1 1105.56
A REACH
} 18 ' 0.013 0.00 93.84 0 .00 0
U/5 DAPA STATION INVORT SECT N RADIUS ANGLC ANG PT MAN H
2005.50 1105.68 IB 0.013 0.00 1.B'I 0 .00 0
¢LDIENT NO 13 IS A SYSTEH HEAOWORNS
` •
U/5 DATA STATION INVERT SECT W 5£LEV -
' 2005.50 1105.fi8 18 0.00
NO EDIT ERAOAS ENCOtINTERE~-COHPUTATION IS NOH BEGINNING
" WAIWING NO. 2• ~ - WATEA SURFACE ELEVATION GIVEN IS LE55 THAN OR EpUALS INVEAT ELEVATION IN HDWHOS,
~ W.S.ELEV = INV +-C mLICENSEE: R.B.F. s ASSOC
WATER SURFACE PROFILE LISTING
HAAVESTON: PHASE 2: LSNE M-2
' ESA2 MOHAlAIAD, PE, 03/04/2003 ADDED REACt[ BETqEEN 111B.52 6 1B'/2.09 8/12/0
q TA[(CN FRQY NSPG RUN FOR PHASC I LINE-M=S.] CFS
STA2ION INVEAT DEPTH W.S. 4 `1EL VEL ENERGY SOPER CRIIICAL HGT/ BASE/ ZL NO AV9PR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV D£PTH pIA SD NO. PIER
L/ELIIi 50 SF AVE HF NORM DEPTH ZA
'• '•••
•'
•`**"
•••` ••'
•'
'•*
*'••
"••'•• • •
••`+ •* •• '•'
' 1000•00
lOB"L10 1•500
1~88•600
5'] 3`23 0'162
lOBB`]62
0•00
0+921 1•50 0.00 0*00 0 0.00
0.00 0. 021s4 .002913 0.00 0.630 0.00
1000.00 SOB'l.10 1.500 SO88.600 5.] 3.23 0.162 3088.]62 0.00 a.921 1.50 0.00 0.00 0 0.00 _/y
t
fi.99 0.
02164
.00292] 0.~2 0.630
0.00 s r~
~~
' Page 1 of 3
~'
' 627LINM2.OUT
1006. 49 108"1.24 1.360 1080.600 5."I 3.38 O.1lB 1088."I"!8 0.00 0.921 1.50 0.00 0.00 0 0.00
' 2. 01 0.02164 .0026fi5 0.01 0.630 0.00
1008. 50 108"i.28 1.280 1000.563 5.> 3.55 0.196 lOBB.l59 0.00 0.921 1.50 0.00 0.00 0 0.00
HYDAAUL SC JUMP
0.00
100B. 5D lOB].2B 0.630 108'1.913 5.] 8.10 1.O1B 1088.931 0.00 0.921 1.50 0.00 0.00 0 0.00
' 14. 68 0.021fi9 .02ll1fi 1.62 0.630 0.00
1083. 18 lOB8.90 0.630 1089.530 SJ 0.10 1.018 1090.54B 0.00 0.921 1.50 0.00 0.00 0 0.00
35. 34 0.02150 .021~16 0.]] 0.630 0.00
' 1118. 52 3089.fi6 0.630 3090.290 5.] 8.10 1.D18 3091.306 0.00 0.921 1.50 0.00 0.00 0 0.00
fi8. 93 0.021q9 .021"I16 1.50 0.630 0.00
1189. q4 3091.14 0.630 1091.'I]1 5."I 0.d0 1.O1B 1092JB9 0.00 0921 L 50 0
00 0
00 0 0
00
' 94. 65 0.02199 .02111] 1.09 0.630 . .
0.00 .
12~2. 09 1092.96 0.640 1093.600 5.] ].93 a.9"I6 1094.5~6 0.00 0.921 1.50 0.00 0.00 0 0.00
9. 83 0.020~5 .020510 0.10 0.640 0.00
, 12~6. 91 1093.06 0.640 3093.]00 SJ 0.93 0.9]6 1099.696 0.00 0.921 1.5a 0.00 0.00 0 0.00
295 18 0.01999 .020518 6.06 0.640 O.oO
192. 09 3098.96 O.fi40 3099.600 5.] ].93 0.9]6 I100.5"!6 0.00 0.921 1.50 0.00 0.00 0 0.00
4. 82 0.020'!5 .020518 0.10 O.6d0 0.00 mLICENSEE: R.B.F
' ~ WATER Sl1RFACE PROFILE LISTING
HARV ESTON: PNASE 2 : LINE M-2
~ EJA2 MOFWMW~, PE, 03/04/2003 A~lUEO REACH BETNEEN 3118.52 a 1892.09 8/12/0
4 TAKEN FROM WSPG 0.UN FOR PNASE I LINE-H=5.0 CFS
STATION INVERT DHPTH. W.S. p VEL ~VEL ENERGY SUPEA CRITSCAL HGi/ BASE/ ZL NO. AV2PR
' ELEV OF FLON ELEV HEAD GRD.EL. ELEV DEPTH DIA ID N0. YIER
L/ELEM
~.t~~..
..u 50
u~.a~.
«:..::uu
ira~.k~~ka.u:
~+.««
.~~~~a SF AVE
«..~a.W~ HF
.a....~...
...~kut N02M DEPTN
..~«.~..:i*«rt~.~
..~.~.~
........ 2R
..rr.~
...r.
~r~:
15'16. 91 1099.06 0.690 1099."100 5."I "].93 0.996 1100.6~6 0.00 0.921 1.50 0.00 0.00 0 ~.00
' 149. 14 0.02019 .020518 3.06 0.640 0.00
ll2fi. 05 1102.0"1 0.690 1102.]11 5.] ~.93 0.9"l6 11W.fi81 0.00 0.921 I.50 0.00 0.00 0 0.00
91. 31 0.02019 .019'!51 1.80 0
640 0
00
' 191'l. 3fi 1103.91 0.654 1104.569 5."I 'i.'10 0.921 11a5.990 0.00 0.921 . 1.50 0.00 .
0.00 0 0.00
25. 32 0.02019 .O1"1832 0.45 0.640 0.00
1842. 68 1109.93 0.6]B 1105.104 5.'! ~.35 0.838 1305.992 0.00 0.921 1.50 0.00 0.00 0 0.00
' 11. 32 0.02019 ,~156'!1 0.18 O.fi40 0.00
1854. 00 1104.fi5 0.]03 1105.358 S.l ].00 0.]63 1106.119 0.00 0.921 1.50 0.00 0.00 0 0.00
6. 59 0.02019 .013985 0.09 0.640 0.00
' 18fi0. 59 1104.'l9 0."130 1305.518 5.] 6.6] 0.692 1106.210 0.00 0.921 1.50 0.00 0.00 0 0.00
9. q5 0.02019 .012132 0.05 0.660 0.00
1865. 09 1104
88 0
"IS'1 1105
635 S
i fi
3] 0
630 1
06
2
. . . . . . 1
.
65 0.00 a,921 1.50 0.00 0.00 0 0.00
' 2. 86 0.02019 .010686 0.03 0.640 0.00
186J. 90 1109.93 0.]B] 1105.~22 5.] 6.0] 0.5]2 1306.294 0.00 0.921 1.50 0.00 0.00 0 0.00
2. 05 0.02019 .009923 0.02 0.640 0.00
1869. 95 1104.98 0.01] 1105.]94 5.] ]9
5 0
520 IlOfi
314 ' O
OD 0
921 0
. . . . . 1.5 0.00 0.00 0 0.00
' 1. 28 0.02019 .008311 0.01 O.fi90 0.00
18]1. 23 1305.00 O.B99 1105.852 5.] 5.52 0.9]3 1106.325 0.00 0.921 1.50 0.00 0.00 0 0.00
' O
1Bi1. JO
93 0.02019
3305.02
O.BB3
1305.900
5.]
5.2fi .OOP340
0.930 0.01
1106.?30
0.~0
0.921 0.640
1.50
0.00 0.00
0.00
0
0.00
0. 16 0.02019 .006985 0.00 O.fi40 0.00 ~LICENSEE: R.B.F
WATER SURFACE PROFILE LI STING
NARVESTON: YHASE 2 : LINE N-2
EJAZ HOk~A[R1AD~ PE, 03/04/2003 ADDED REACH fiETWEEN 1118.52 S 18]2.09 8/12/0
' Q TAKEN EROH NSPG RUN FOR PHASE I LINE-H=SJ CFS
STATION INVERt DEPTH N.S. Q VEL VEL HNERGY SUPER CAITICAL HGT/ BASE/ 2L NO AVePA
ELEV OF FLOW ELEN HEA~ GRO.EL. ELEV DEPTH pIA ID N0. PIER
+L/ELEM
• ... u.s~«.. ..»~.~.~~ ~.~a«~~xrr... ..u..u .~ua~ ~SF'AVE.
• ....~~~+ NOPM
-fPTH ZR
'
• .~ .~~.~~~~ «.r~*.
•` *
*; '!•" ~~~k.a~ ~..s~... ..
. ~u:a ..«.
1892 09 1105
02 0
921 1305
9 e ' ~O
. . .
41 5.9 5.01 0.390 1106
331 0.00 0.921 1.50 0.00 0
00 0 0
00
.
' Page 2 of 3
627LINM2.OUT
i.se a.aoqis
18'13J] 1105.03 0.959 ll05.98fi
3.14 0.00415
1B"i6.91 1:05.04 0.9'19 1106.019
66.02 0.0099~
1942.93 1105.3] 0.990 1106.358
2.43 0.00490
1945.36 1105.3B 0.990 1106.3]0
36.85 .0.00488
19BZ21 1305.56 0.990 1306.550.
23.29 0.00515
2005.50 1305.6B 0.99"I 1306.65'1~
.oos3~ o.oi t.aso o.oo
S.i 4.]8 0.354 110fi.3q0 0.00 0.921 1.50 0.00 0.00 0 0.00
.005239 0.02 1.050 0.~0
5.] q.66 0.338 1306.35"! 0.00 0,921 1.50 0.00 0.00 0 0.00
.005005 0.33 ~0.990 0.00 ~
S.l 4.61 0.330 1106.688 0.00 ~.921 1.50 0.00 0.00 0 0.00
.004924 0.01 0.990 0.00
S.i q.fil 0.330 1106."I00 0.00 0.921 1.50 0.00 0.00 0 0.00
.009928 0.18 0.990 0.00
5.] 4:61 0.330 1106.BB0 0.00 0.921 1.50 0.00 0.00 0 0.00
.005024 0.12 ' 0.990 0.00
5."I 4.68 0.340 1106.99'1 O.DO 0.921 I.50 0 00 D 00 0 0 OODp
Ccr~, P~~' ~' ~o
zq~3~'-( <<~'~= -a~ I~G~. ~sr fl ~F7~ =
~ ~c,&.~r
13A 9 i c~-t r~ f~ G E- t~'~ a,~~.~as 77~~ ~~'.~t,~
~,\
Page 3 of 3
i~
I 627LINEN.OUT
~ ~1~ATE: B/12/2003
TIMe: 9:20
FOS15P
' WATER SURFACE PRO FILE - CHANNEL ~EF INTTION LISTING PAGE 1
CAAD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y~II Y~2~ Y13~ Y~4) Y~S~ T(6) Y~"i) Y~B) Y(9 ~ Y(10~
CODE NO TYPE PIERS WIDTH DIAMCTER WIDTH OROP
CU 18 4 3.50
' W 24 4 2A0
C~ 30 4 2.50
CD 36 4 3.00 m
WAT£R SORFACE PftOFILE - TITLE CARD LISPING
, HEAOING LINE NO 1 IS -
HARVESTON: PHASE 2: LINE N
HEADING LINE NO 2 IS -
' ESAZ HOHHMND~ PE
NEADING LINE NO 3 IS -
REV. 8/12/03 tG m
WATER SURFACE PAOEILE
- EGEME NT CARD LISTING
' CLEHENT NO 1 IS '
A STSTEM OUTLET
U/5 DATA STATION INVERT SECT W S ELEV
1009.95 1068.94 IB 10]3.20
ELEHENT NO 2 IS A AEACH • ~ •
, U/5 ~ATA STATION INV¢AT SECT N AApIDS ANGLE ANG PT MAN H
1006.18 1068.4] 18 0.013 0.00 O.oO 0. 00 0
ELEHENT NO 3 IS A REACH ~ • +
[1/5 DATA STATION INVERT SECT N PADI05 NJGLE ANG PT t4lN H
~ '
ELFI~ENT NO 4 IS 1021.89 3068.92•
A REACH 18
{ 0.013 0.00 q0.00 0. 00 0
^/S OATA STATION INVERT SECT N PApI[IS ANGLE ANG YT MAN H
118q.]3 10]3.54 18 0.013 0.00 32.00 0. 00 0
ELEMENT NO 5 IS A REACO ~ ~ +
U/5 OATA STATSON
INVEAT SECT N RADIUS ANGLE ANG PT MAN N
I ' 1231.99 10'I9.B"I IB 0.013 0.00 0.00 0. 00 0
ELEMENT NO 6 IS .
'
A RFACH .
U/5 DATA SSATION INVERT SECT N PAOIUS ANGLE ANG PT MAN H
1266.9fi 10]5.22 18 0.013 0.00 89.05 0. 00 0
ELENENT NO ] IS A REACH
' U/5 MTA STATION INVEAT SECT N RApI115 ANGLE ANG PT MAN H
1301.42 10]5.5"/ 18 0.01] 0.00 0.00 0. 00 0
ELEMENT NO B IS A JpNCTION ~ ~
' + .
•
' U/5 OASA STATION
INVERT
1305.2B 10]5.61 SECT
LAT-1
LAT-2 N
18 1B 0 0.014 q3 Q4
4.9 0.0 INVERT-3
10]5.58 INVEAT-4
0.00 PHI 3
50.00 PHI
0. q
00
ELQiENT NO 9 IS '
A AEACH
i .
U/5 DATA STAIIIXI INVERT SECT N ' AADI05 ANGLE ANG PT MAN H
1338.39 10'l5.94 18 0.013 0.00 B5.00 0. 00 0
ELQIENT NO 10 IS A REACH ~ ' ~
t ~/5 UATA STATION INVERT SECS N RADIUS ANGLE ANG PT MAN N
1350.30 30"I6.06 18 0.013 ~0.0~ 0.00 0. 00 0
ELEMENT NO 11 IS A SYSTEM HEAUWORICS • ~
U/S DAiA STATION INVERT SECT N S ELEV
1350.30 10]6.06 SB 0.00
NO HDIT ERRORS ENCOONTERED-COMPOTATION IS NOW 0¢GINNING
' " WARNING NO. 2" - WATER SURFACE ELCMTION GIVEN IS LE55 TNAN OR EQUALS SNVERT ELEVATION IN HDWI(DS~ H.S.ELEV = INV t DC ODLICONSEE: A.B .F. 6 ASSOC
WATER SOAFACE PROFILE LI STING
HARVESTON: PNASE 2: LINC N
EJAZ MOHAMIAD~ PE
REV. B/12/03 FG
' STATION INVERT
ELEV DEPTN W.S. Q
OF FLOW ELEV VEL VEL ENEAGY SOPER CAITICAL HGS/ BASE/ ZL NO AVBPR
HEAO GAD.EL. ELEV DEPTH DIA ID N0. PIHA
L/ELQf
s~ SF AVE
He NOPN
DEPTH ~R
A
~~ssa.
.:.
• ..aa~a~~..::.u~.~.....~~~~.~.«. ..a~i. .
.a...
«.a
' ~~a««u.~taa.~
• +
••+ `*+'* ~.~~.~~.~. ...u« ~. ... «.«.
' 1009'95 3068.49 4."I60 30]3.200 10.2 5.00 0.51~ 10]3`]1] 0.00 1.230 1.50 0.00 0.00 0 OA~
1.23 O.U2439 ,009E29 0.01 0.860 0.00
1006.18 106B.4"l 4.'!42 1093.212 10
2 5
~'! 0
51"/ 10"l3
'!29 0
00
. . .
. .
1.230 1.50 0.~0 0.00 0 0.00
' 15J1 0.02864 .009929 0.15 O.B10 0.00
3021.89 lOfi8.92 q.509 30]3.429 30
2 5
]'! 0
51] 30]3
9E6 0
00
. . .
. .
1.230 1.50 0.00 0.00 0 0.00
151.39 0.0283'! .009929 1.93 O.B20 0.00
11]3.28 10"13.21 1.'lll 10"14.926 30.2 5
]'! 0
51] 1a]5
443 0
00
. .
. .
1.230 I.50 0.00 0.00 0 0,0a
' HYORAULIC SUMP
o ao
~v
' Page 1 of 2
il
1
627LINEN.OUT
u u.en iuis.u o.es9 io~a.o~q io.z s.vs i.qn iovs.ssi o.oo i.2so i.so a.oo a.ao 0 o.ao
it.as 0.02B3i .024152 o.za o.ezo a.oo
1184.93 10"I3.59 0.859 10~q.399 10.2 9.'14 1.4"14 1045.8]3 0.00 1.230 1.50 0.00 0.00 0 0.00
12.08 0.02B9q .023280 0.28 0.820 0.00
1196.81 30]3.88 0.8]9 10]q.~fi3 10.2 9.9] 1.393 10~6.156 0.00 1.230 I.50 0.00 0.0~ 0 0.00
12.J8 0.02894 .021123 0.26 0.820 0.00
1209.19 lO19.29 0.915 10~5.151 10.2 9.03 1.265 10"10.416 0.00 L230 1.5~ a.00 0.00 0 OAO
1.93 0.02844 .OlBlll 0.15 0.820 0.00
121'1.12 10]q,C6 0.953 SO]5.419 10.2 0.61 1.150 10'l6.564 0.00 1.23D I.50 0.00 0.00 0 0.00
5.95 0.02894 .016598 0.09 O.B20 0.00
1222.5"I 10]4.62 0.993 10]5.609 10.2 8.21 1.046 10]6.fi55 0.00 1.230 I.50 0.00 0.00 0 0.00
3.81 0.02B49 .alq]52 O.Ofi O.B20 0.00
1226,38 10]4.]2 1.036 30"I5."161 10.2 "l.B3 0.952 10]fi.]13 a.oo 1.230 1.Sa 0.00 0.00 0 O.ao
2.58 0.028G4 .p13151 0.03 O.B20 0.00 ppLICENSEE: R.B.F
WATER SURFACE PROFILE LISSING
HARVESTON: PHASE 2: LI~ N
EJAZ MOHMAfAD, PE
RHV. B/12/03 FG
STATION INVERT DEPTH W.S. Q VEL VEL ENEAGY SOPEA CRISICAL HGT/ BASE/ ZL NO AVOPR
ELEV OF FLOW ELEV HEAD GAD.EL. ELEV DEPTH DIA ID N0. PIER
~L/BLEM SO 9F AVE HF
. . .....a a...~..~.....«....~....«....~.«......~.. .. .:«. ~....i~u~~..u.a.~.NOAN DEP.~..~...a......r.:~Z~i...«..a~.~
1228.96 SO"lq.80 1.093 10]5.881 30.2 "l.46 O.B65 30"l6.]q6 0.00 1.230 1.50 0.00 O.Oa 0 0.00
1.66 0.02849 . .011]69 0.02 0.820 0.00
1230.62 10'14.85 1.134 SO"15.9~9 10.2 ~.12 0.]B9 30"I6."166 0.00 1.2]0 1S0 0.00 0.00 0 0.00
0.8'1 0.02894 .010582 0.01 0.820 0.00
1231.49 30"I4.B~ 3.190 1096.060 3~.2 6.]9 0.435 10]6J]5 0.00 L230 L W 0.00 0.00 0 0.00
34.9] 0.03001 .01003q 0.35 1.190 0.00
1266.96 10]i22 1.190 30"J6.410 10.2 6.]9 0."!15 109"I.125 0.00 1.230 1.50 0.00 0.00 0 0.00
24.11 0.01001 .030034 0.24 1.190 0.00
1290.5'! 10]5.96 1.190 30]6.651 10.2 fi.]9 0.~15 30]].366 0.00 1.230 1.50 0.00 0.00 0 0.00
30.85 0.01001 .009'/2B 0.11 1.190 0.00
1301.92 10"I5.5] ,1.230 10]6.800 10.2 6.58 0.6"I2 10]"I.q]2 0.00 1.230 1.50 0.00 0.00 0 0.00
NNCT STR 0.0103fi .006939 0.03 0.00
1305.28 SO]5.61 2.012 10]].622 5.3 3.00 0.140 10]].]62 0.00 0.88] 1.50 0.00 0.00 0 0.00
3J.11 0.00990 .002546 0.08 0."]50 0.00
1338.39 10')5.94 1."/93 10'!"!.]33 5.3 3.00 0.140 10]].e"!3 0.00 0.88'! 1.50 0.00 0.00 0 0.0~
11.91 0.01008 .002546 0.03 0."I50 0.00
1350.30 30'I6.06 1.]03 10]].'!63 5.3 3.00 0.190 10'!'1.903 0.00 0.88'! 1.50 0.00 0.00 0 0.0000
U~5 NGL= EGL-f-~ ~V~~q~
tf
_ /G71~ 9~ ~ ~i. Z ~.1cF ~
= iU 17.9~ ,
~3
Page 2 of 2
627LATN1.OUT
O~DATE: ]/30/2003
TIM6: 1L 6
POS15P
WATBA SURFACE PROPSLE - aW~iNEL OEPINITION LISTINC PAGE 1
CARO SSCt CFM NO OP AVB PSER HBIGtlT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(U Y(5) Y16) Y(9) Y(B) Y(91 Y110)
LO-E NO TYYE PIERS WIpTH DIAM4lEA WIDTH OAOP
m 10 4 1.50
m 14 4 2.00
CO 30 4 3.50
CO 3fi 9 3.00 ~
-0 P 0 5 1 5 e PAGE NO 3
WATER SURPACE PROPSL£ - TITLS CARp LZSSING
HSAIIING LINE NO 1 IS -
HBMING LINE NO 2 IS -
H6AOSNG LINE NO l IS -
e P 0 5 1 5 P
flARVESTON: PNAS6 3: LAT N-1
E1A2 MOIIPIAMAU, PE, 03/06/100]
WATEA SURPACE PROPILE
SLOfENT NO 1 IB A SYSTBM OUTLSf '
1]/S OATA STA'fION INVERT
100].B6 10'15.SI
BLEMENT NO 2 IS A PEAQi
U/S OATA STATION IMIERT
30]3.83 10)0.00
PAGE NO d
m
- ELEMENT CAiN LISTINC
secr~ w s m.*~
18 1~'1'1.62
SBCfe N RADIUS ANGLH ANG Pf MAN H
ie o.oia o.ao a.oo o.oo 0
-0
-0
EI.6MENf NO 3 IS A 9YSTEM HBADNOARS , '
U/5 DAtA SLATION INVERT 5£Cl W S 6LEV
iozx.ea 10)8.00 30 . 0.00
NO EOST ERRORS ENCOUNTERED-COIAPVCATION IS NOW H6CIlRIINC
+~ WAPNING ND. 2"- WATEA SllR£ACE ELEVAiION GIVEN IS LE55 THAN OA EpUALS INVERT ELEVATIdN IN }(I]WKDS• W.S.ELEV = INV + DC mLICENSEE: R.H.F. 6 0
oAS50C. - SAN ~ISGO POS15P PAGS 1
iiATB& SURPACE PROPILB LISTING
HARVBSNN: PHASB 2: LAT N-1
ETAZ MOHNRV~U. P8, 0]/04/]003
STA]'SON INV&RT DEPCA N. S. Q u8L VEL 6NERGY SUPSR CRITICAI. AGP/ HASB/ ZL NO AVBPR
ELEV OP PIAN EL4V HEA~ CRO.EL. BLSV UEPIA OIA 20 NO. PIfiR
L/6LEM
•~. ~~~»u 50
~~ee~~... -
~«~u~~~
~r~..
«.~u~u
~~.r«~.
~e~~.. S4 AV6
~~~~..~~ NP
~~~~. ~~..~»
r. ~ u~ NORM 06PTN
~~~~a~u~~~u~~~ r ~~r
«.a ~r
e~.a ra.~ ZR
.~...~
e~~.
~~~.•
3003.86 10"lS.SJ 2.090 10'!'1 .610 4.9 b.'1~ 0.119 30'1'1.~39 0.~0 0.051 1.50 0.00 0.00 0 0.00
9.94 0.123'15 .0011'I6 0.01 0.3'!0 0.00
100].30 10]6.OB 1.559 30'1'1 .639 4.9 3.)> 0.319 10]].J58 0.00 O.B51 1.50 0.00 O.oO U 0.00
HYDRAULIC .NMP 0.00
1~0).30 10]6.08 0.429 SO]6 .509 4.9 11.]5 3.144 10>0.653 0.00 O.BS1 1.50 0.00 0.00 0 0.00
].O1 0.123'15 .0639]6 0.11 0.3'!0 0.00
1009.31 10]6.33 0.494 10>6. )J3 4.9 11.19 3.943 30~8.'!lfi 0.00 U.051 1.50 0.00 0.00 0 O.aa
3.38 0.123~5 ~055033 0.13 0.3'IO 0.00
3011.69 10'16.62 0.459 30]]. 003 9.9 30.65 ~ 1.'!63 10'18.044 0.00 O.B51 1.50 0.00 0.00 0 0.00
1.93 0.133)5 .048889 0.09 0.3)0 ~.00
1013.61 10'16.96 0.4J6 10'1'l. 3J6 4.9 10.1'1 1.605 30]8.941 0.00 0.851 1.50 0.00 0.00 0 0.00
1.60 0.13J~5 ~063835 0.4] 0.3]0 0.00
3015.31 10]].O6 0.493 30'1]. 551 4.9 9.'IO ' 1.i63 10'19.013 0.a0 0.051 1.50 0.00 0.00 0 0.00
3.33 0.12395 ~03'l508 0.05 0.3]0 0.00
3016.54 10'!'1.33 0.510 10~'l. '133 4.9 9.35 1.33J 30'l9.Ofi0 0.00 0.851 3.50 0.00 0.00 0 0.00
1.13 0.12J~5 .032860 0.04 0.3'!0 4.00
101].6) 30]].36 0.536 30)]. 893 4.9 6.81 1.306 SO'J9.09> 0.00 0.851 1.50 0.00 0.00 0 0.00
0.96 0.123'15 .038830 0.03 0.]'l~ 0.00
1~18.63 1~'!"I.48 0.59'! 10]8. 028 4.9 8.90 1.09> 30]9.135 0.00 O.B51 1.50 0.00 O.UO ~ 0.00
0.83 0.123]5 ~035263 0.02 , OJ90 0.00
1019.45 10>'1.58 O.Sfi6- 10]8. 149 4.9 8.01 0.995 10]9.144 0.00 0.851 1.50 0.00 0.00 0 0.00
0.68 0.123"IS .022156 0.02 0.3'!0 0.00 WLICENSEE: <
9 R.B.P. fi ASSOC. - SAN OIEGO POS1 5P PAGE 3
HATER SURPACS PROPILB LISTtNG ~
HAAVES'NN : PtlASB 2: LAS N-1
, Page 1 of 2
L.~~C2./~L ~-->
62TLATNI.OUT
EJAZ MOIIDMMTD, YE, 03/09/]00]
STATION INVERT DEPTN W. S. Q VEL VEL 6NEAGY SUPER CRITICAL NG2/ BASB/ ZL NO AVBPR
ELEV OF PLOW EL EV HHAp GAD.BL. ELEV ~BPTN OIA IO N0. PIER
L/ELEM
.~~.uu. SO
««~»~ ~
u~~u~u
aa ~~
u~~~»
~~~ u~ o
u r~r~a SF AV8
»»~~~~ HP
~:~e..ee~
u»~« NppH pSPTH
~~~e. u.. oe uuu
a~e~tr
u.~ee. ZR
..ee..
~ r»~
e~ee
3020 .13 10~'l.6~ 0.58'! 10]9 .159 A.9 "l.64 0.90'1 30]9 .161 0.00 0.051 1.50 0.00 0.00 0 0.00
0 .59 0.123'IS ' .019444 0 .01 0.31~ 0.00
1020 .]3 10'!J.'!4 0.608 10]B .398 9.9 ].38 O.Bd3 10]9 .1J1 0.00 0.851 1.50 0.00 0.00 0 0.00
0 .50 0.133]5 .O1'1063 0 .a1 ~.3]0 0.00
10]l .d] 10'!'1.90 0.630 10)8 .931 4.9 6.94 0.'!<8 30]9 .3]9 0.00 0.051 1.50 0.00 0.00 0 0.00
0 .40 0.113'15 .019999 0 .01 0.3]0 0.00
3033 .63 30'l).85 0.65< 30'19 .506 ' 4.9 6.62 0.601 lOJ9. 181 0.00 0.851 1.50 0.00 0.00 0 0.00
0 .39 0.133]5 .0131'15 0 .00 0.3)0 O.DO
10]1 .96 10]].99 0.6]B 10)8 .5]3 9.9 6.31 0.619 10]9. 191 0.00 0.051 1.5~ 0.~0 0.00 0 0.00
0 .38 0.123]5 .O115J9 0. 00 0.3]0 0.00
1033 .39 lOJ].93 0.]03 10'10 .633 4.9 6.02 0.563 10'l9. 195 0.00 O.B51 3.50 0.00 0.00 0 0.00
0 .31 0.13315 . .010185 0. 00 0.3~0 0.00
1022 .65 30]].95 0.'130 10]8. 605 9.9 5.)4 0.511 10'19. 196 0.00 0.651 1.50 0.00 0.00 0 0.00
O .1J 0.113'!5 .008963 0. 00 0.3'ID 0.00
1032 .63 lOJ~.98 0.]Si 10]B. '!33 4.9 5.4'! 0.965 lOt9. 19B 0.00 0.851 1.50 0.00 0.00 0 0.00
0 .11 0.123)5 .00]095 0. 00 0.3'10 0.~0
1D23 .]3 1099.99 0.]BO 10]8. 9]6 4.9 5.32 0.43] 3099. 199 0.00 0.051 1.50 0.~0 0.00 0 0.00
0. 0'1 0.123'IS .0~6962 0. 00 0.3]0 0.00
303]. 80 3016.00 O.B1J 10'l8. 815 4.9 <.9'1 0.384 10]9. 199 0.00 0.851 1.50 0.00 0.00 0 0.00
0. 02 0.1]3'IS .00613] 0. 00 0.]]0 0.00
1022. 82 10'/8.00 0.051 30'I8. 851 0.9 4.'!3 0.348 10]9. 199 0.00 0.851 1.50 0.00 0.00 0' O.OOm
~IS~~ "ls = (~79~~ ~- °~~'x o~3.~
~ 1075'~ 3~~
~~
Page 2 of 2
i '
, 627LATN2.OUT
mDATE: ~/29/2003
TIME: 16:39 .
POS15P
WATER SURPAC5 PAOFILE - CNANNBL DEPINITION LISTING PAGE 1
' CARD SECf 61N NO OP AVE PSEIt HEIGHS 1 HASE ZL ZR SNV Y(1) Y12) Y(3) Y( 4) Y(5) Y(6) Y(]) Y(81 Y(9) Y(SO)
CODE NO TYPE PIERS WIDTH DIPMECEA NIOTH OROP
Cp 10 4 1.5~
C- 24 4 2.00
' LU 30 a 1.50
CD 36 4 3.00 m .p
-0 P 0 5 1 5 P PAGS NO 3
NATER SUPPACB PROPILB - TITL6 CARD LISTING
' H£ADSNG LINE NO 1 IS -
HARVESIVN: PF[ASE ]~ LAT N-]
HEADSNG LIN& NO 2 IS -
&TAZ MOBAMMAD, PE, 03/04/2003
, HEADING LINe NO J IS -
m o
; P 0 5 1 5 P PAGE NO 3
' WA1BR SUAPACS PROPILE - CI.SM&11' CAR- LISTING
SLSPI6NT NO 1 IS A SYSLF]M Oll12ES
U/S DATA STA'fION INVERT SECf W 5 PSEV
1000.00 30]9.06 18 10'l9.3J
ELBMBNT NO 3 IS A R&AIX •
~
*
' ^/S oATA STATION 3NVQt1'
SfiCf
N FADIUS ANGL6 AN6 PT MAN N
303>.1'I lOB0.00 18 0.01] 0.00 ~.00 0.00 0
ELEMENI' NO 3 IS A SYSTEM HEAIIWORRS •
V/5 OATA STATION INVER]' SeCI W S ELBV
303J.1J 1080.00 18 0.00
' NO EDIT EAAOPS 6NCtlUNTERB--COMPUTATION IS NOX BEGINNING
•~ WARNING N0. 2" - WATER SORFACE ELEVATZON GIVEN IS LE55 THAN OR E9~1N~5 INVEAT ELEVATION IN H~WImS~ W.S.ELEV = INV ~ OC mLICENSEE: R.B.F. 6 a
OASSOC. - SAN DIEGO PO515Y PAG5 3
WAT6R SOAPACB PROPILE LISfING
HARVESTON: P&ASE 2: LAT N-Z
~ ETAZ MOIIAMMAD, P@, 03/04/300]
STATION INVERT -eP1'H X. S. Q V61 VSL ENEAGY SISPSR Clti'CICAL HCf/ OASE/ ZL NO AVBPR
EL6V OF PLOW BLEV HEM GRD.II.. SLEV DEP1H DIA SD NO. PIEe
L/8L@1
•~.~~~»~i SO
ou~«u
~r. ee.u
u~~ ~~
u.~u~ra~
~.~.~t
t«e~~~ SP AVE
~~:. ee~r. NP
.~~~~~~. r.
~~~. r» NOPM DBPfN
~» u~~~u~~~~u~»r
~~ur u
u~~e. ZR
..~ r~~
~u~
~~a~ •
1000 .0~ 30]9.06 0.390 30'19 .<50 3.9 6.Sfi 0.668 1080.118 0.00 0.506 3.50 0.00 0.00 0 0.00
12 .]2 0.02529 ~033686 0.39 0.380 0.00
1011 .~3 10]9.39 O.J99 1~]9 .]01 1.4 6.J5 0.636 lOB0.40'1 0.00 O.SB6 1.50 0.00 O.OD ~ 0.00
B .SB 0.02539 .0203~8 0.1] 0.380 0.00
3031 .30 10'19.6a 0.413 3060 .013 3.4 6.06 0.5'!0 1080.502 0.00 0.586 1.50 0.00 0.00 0 0.00
5 .01 0.02529 .O1'1'!4] 0.09 0.300 0.00
3016 .31 SOJ9.'11 0.<1] 1080 .153 3.4 5.]] O.S1J 1090.669 0.00 0.506 3.50 0.00 0.00 0 0.00
3 .29 0.02539 ~015534 0.05 a.380 0.00
10]9 .60 10'19.81 0.99'3 3080 .150 3.4 5.50 0.4'!1 1080.'111 0.00 O.SB6 1.50 0.00 0.00 0 0.00
3 .29 0.03539 .01359) O.OJ 0.380 O.DO
1031 .09 lO19.0] 0.458 lOBU .334 3.4 5.35 0.430 1000.~53 0.00 0.506 1.50 0.00 ~.00 0 0.00
1 .'ll 0.01519 .011930 0.03 0.]BO 0.00
1033 .60 10"19.91 0.4]4 1080. ~84 d.4 5.01 0.390 1080.]]4 0.00 O.SB6 1.50 0.00 0.00 0 0.~0
1 .30 0.03539 ~0104d5 0.01 0.380 0.00
3034. 90 30]9.94 0.490 lOB0. 4J3 3.9 4.'!'1 0.354 1O00.i8] 0.00 a.586 1.50 0.00 U.00 0 0.00
0. 88 0.035]9 ~009132 0.01 0.380 0.00
10]5. '!8 10'19.9fi 0.508 lOBa. 4~3 2.4 9.55 0.33] 1080.'195 0.00 0.586 1.50 0.~0 0.00 0 0.00
0. 65 0:0]539 .OU8~06 0.01 0.380 0.00
1036. 43 SO]9.98 0.526 lOB0. 50> ].4 4.39 4.293 3000.'199 0.00 0.586 . 1.50 0.00 0.00 0 0.00
0. 43 0.03539 .UO'1010 0.00 0.380 U.00
1036. 85 30]9.99 0.545 3080. 5]~ 3.• 9.19 0.266 1080.003 0.00 0.506 1.50 0.00 0.00 0 0.00
0. 2'1 0.02529 .006152 0.00 0.300 0.00 mLICENSEE:
OR.B.P. F ASSOC. - SAN DIEGO POS1 5P PAGE 2
NATER SURPACE PROPIL6 LISTING - ~
HARVESTON ~ PNASP 2 : LAT N-2
Page 1 of 2
a
~ ~ ~' f~,,t- "~°
627LATN2.OUT
ESAZ MOAAMMA~, pE, 03/04/3003
S1'ATION INVEAT OSPTH W.S. Q VEI. V2L eNCRGY SUPER CAITICAL HGT/ HASE/ ZL NO AVBPR
ELEV OF PLOW ELEV NEAD CRD.EL. EL£V DEPTH OIA I~ NO. PIER
L/ELEM SO SP AV6 NP NOAM DEPTH ZR
•~a... ~~~t~::.o.ur..~a..~~~~~ r..~ r~~~ rr r~~.~~~. r ~~~~~~~.u e~~~..» e....»euu ~~.r::«~~~~ ~~~~~~»~w+: ~ee~x e~~~»~~~. ~» r~u~ ~a r~•
103).12 lOB0.40 0.564 1000.563 2.4 3.95 0.243 1O80.B~5 0.00 0.586 1.50 0.00 0.00 0 0.00
0.05 0.03539 .005380 0.00 Q.J80 0.00
103].1] 1080.00 O.SB6 lOB0.5B6 2.4 3."l5 0.218 IOBO.B04 0.00 O.SBfi 1.50 0.00 0.00 0 O.OOm
~ ~ ~ ~ ~
vrl S ~ C ~.~; =- / -~ t? ~ ~~:; ~; Q ~ .~.
~,
~ t~~~• ~
~~
Page 2 of 2
~ , I 0 UCP27
' 627LINEO.OUT
mDATE: ]/28/2003
TIM6: 18:12
FOS15P
' WATER SllAFACB PROPILE - CHANNEL DEPINITION LISTING PAGE 1
CARD SECf CHN NO OP AV8 PI6R HEIGHT 1 HASE ZL ZR INV Y(11 Y(27 Y(3) Y~4) Y(5) Y(61 Y(]) Y(0) Y19) Y(10)
CGDE NO SYPE PIERS W101H ~IAMBTBR WIdR{ DROP
C~ 16 4 1.50
CO 24 4 2.00
' CD 30 4 1.50
C~ 36 4 3.~0 m
L -0
p 0 5 1 5 P PAGE NO 3
NATEN SURPACB PROPIL6 - TITLE CARD LZ5fING
' NPA~SNG LINE HO 1 IS -
HARV85TON~ PHASE ]~ LINB 0
HEADING LINE NO 3 IS -
i . EJAZ MOHAMMAD, PE, 03/OC/30U3
NEAOING LINS NO 3 IS -
m -0
o P p 5 1 5 P PAGE NO 2
NATER SURPACS PROPILE - SLEMBNT CAR- LISTING
ELEMENT NO 1 IS A SYSTEM OUTLFf • +
l1/S OATA STATSON INVERT SSCl X 5 ELSV
1009.95 1068.95 iB 1p13.30
SLEMSNT NO 3 IS A ABACH •
' '
U/5 DATA STATION INV6RT
SSCE N RApIUS ANGLfi ANG pT MAN A
100].65 1069.31 18 0.013 0.00 0.00 0.00 0
EL£MHNT NO 3 IS A RFACN •
U/S UATA STATION ZNVSAT 56CE N RApSl15 ANQ.E ANG P'f MAN N
30]5.33 10]1.63 18 0.013 0.00 95.00 0.00 0
6L0M@l1' NO 4 IS A R&ACH •
~
e
U/S DATA STATION INVERt
SECf N RApNS ANGLE ANG Pf MAN H
1046.02 3014.35 18 0.013 0.00 0.00 0.04 0
SLEMB~T NO 5 IS A A8ACf3 • +
t
U/S -ATA STATION
INV6RT SECT N pApIUS ANGLB ANG PT MAN H
1053.56 lOJ5.34 3B 0.013 0.00 19.30 0.00 0
ELBM6NT NO 6 IS A.NNLTION
t
*
* .
+
*
U/5 -ATA STATION
INVERT SECf
LATd
LAT-2 N Q3
44 INV6RT-3 INVERT-4 PHI 3
PHI 4
1056.]B 10]5.'13 18 0 0 0.033 2.0 0.0 30)5.53 0.00 84.00 0.00
8LII1EMI NO '1 IS A RSAIX
*
'
~/5 OATA STATION INVBRT
SSCf N RADNS ANGL6 ANG Pf MAN H
IOB1.3fi 10'18.59 18 0.013 0.00 62.60 0.00 0
Q.kMSNT NO B IS A ASACH •
k
'
11/& DA'fA STATION
INVEHT
SECE N RApNS ANGLE ANG PT MAN M
1093.53 1~80.00 19 0.013 0.00 0.00 0.00 ~
&LEMHNT NO 9 IS A SYSTEM HPADwORAS • .
U/5 DATA 9TA2ION INV6RT SECE N S BLEV
1093.53 1080.00 1B 0.00 ~
NO EDIT BRRORS BNCOUNTaBD-CVNPUTATION IS NON HBGZMVING
" HARNING N0. 2•• - NA9ER 5[RiFACE ELtNATION GIVEN IS LESS TAAN OR EQUALS INVERT ELEVATION IN H~WI(D5 ~ W.S.CLEV = INV + p~ m}, ICENSEE: R.B.F. 6 O
>ASSOC. - SAN OSEGO POS15P PAG6 1
NATER SNtPACe PROPILS LISfING
HAHV8S10N: PHA55 ]~ LIN6 0
8JA2 MOWMIAO, P6, 03/09/]003
STATZON INVERT D6P'Llf p.5. Q VH, VfiL &N6RGY SIIPER CRITICAL HGf/ BASE/ ZL NO AVBPR
2LeV OP PLpW £LBV FEAO GRD.6L. SL&V pEMTi DIA I O NO. pI6R
L/BLSM SO
. e. eee...~ee...~a~«ue«ur~ ~~r. ~w~~~i~i..~. e~r...~.. SP AVS
..e.r~« NP
.~~r~o.~ ~ NORM DBP1H
u~.... re. ~ee~e~ ~~~u:~~ ~ r
~~ ~~~~ee ZA
r~ uuu...~.~ ~ e
». ~•
1004.95 1066.95 9.250 10'l3.]00 5.5 3.11 0.150 10]3.350 0.0~ 0.904 1.50 0.00 0.00 0 0.00
3.]0 0.13333 .003'I42- 0.01 ~.;80 O.Oa
100].65 3069.31 3.89] 10'l3.30'1 5.5 3.11 0.150 10'13.35'1 0:00 0.904 1.50 0.00 0.00 0 0.00
16.19 4.13130 .003'142 0.04 p.380 0.40
lOd3.83 30'11.43 1.849 10'13.189 5.5 ].11 0.150 30]3.939 O.OU 0.904 1.50 0.00 0.00 0 0.00
HYIIRAULIC SUMP 0.00
1023.8] 10'11.43 0.919 10]1.849 5.5 3.B5 3.980 10]4.839 0.00 0.904 1.50 0.00 0.00 0 0.00
1.99 O.1J130 .099060 0.15 O.J9a 0.00
3025.32 lOJ1.63 0.414 10]2.049 5.5 33.85 3.980 30)5.039 0.00 0.904 1.50 0.00 0.00 0 0.00
4.OB O.1J140 . 095513 0.39 0.380~ 0.00
1039.40 10]3.1) 0.931 30]].58'1 5.5 1J.53
3.836
10'I5.4]3
0.00 0.904
1.50
0.00 0.00 0
0.0o ~(~
y.T~
1M1~
Page 1 of 3
G f~ ~ r V
627LINEO.OUT
5. 35 0.13140 .OB6119 O.G6 0-380 0.00
SO}4 ."15 10'12.8] 0.636 10'13.305 5.5 13.88 2.5'!6 10"IS.Bel 0.00 0.904 1_50 0.00 0.00 0 O.UO~
3 .91 0.13140 .O)5392 0.39 0.360 0.00
SO}0 .66 SO'13.]8 0.951 SO]3.833 5.5 12.38 d.340 1~'16.1]3 0.00 0.904 1.50 0.00 0.00 0 0.~0
3 .00 0.13140 .066002 0.20 0.360 0.00
1041 .66 10]3.]B 0.46] SO]4.244 5.5 11.~0 3.326 10'16.3]0 0.00 0.904 1.50 0.00 0.00 0 0.00
2 .41 0.13140 .OSJ]89 0.19 0.380 0.00
1044 .0'! 10~4.09 0.483 30]4.5>6 5.5 11.16 3.933 10]6.509 0.00 0.904 1.50 0.00 0.00 0 ~.00
1 .95 0.13140 .050633 0.30 0.380 0.00
30<6 .02 10~4.35 0.501 30'19.851 5.5 10.64 3.]5~ 10)6.600 0.00 0.904 1.50 0.00 0.00 0 0.00
0 .~0 0.13130 .046119 0.03 0.380 0.00 mLICENSEE: 9
o R.B.P. S ASSOC. - S AN OI6G0 POS 15P PAGE 1
WATBR SIIRPAC6 PAOPIL6 LISTING
HARVESIVN: PNASE 2: LINB O
SSAZ MOtlA1M1AD, P6 , 03/04/2003
STATION INVE1tT DBPTN W.S. Q VBL VGL EN6AGY SUPER C&ITICAL HGS/ OASE/ ZL NO AVBPR
EL6V OP PIAW ELEV HEA- GRD.6L. Q.EV OSPTH DIA ID NO. PIER
L/ELEI1
...~:.~::. SO
r~:a~.... ~
.u «~ u.
t.r ~ u ~» ~~~~~
~~~~ ~ u
t«e:rr SP AVE
w~ry»~» HP
ur~a~ri»
~~~ ~rtr NORM OBPTH
~ u~~~er. e«~r~~.~
~eu~~ ~
~ ~~~~~ r~ ZR
u «r ~
~~~~
~~.x•
1046 .]3 10'14.44 0.508 10'l4.949 5.5 10.9< 1.691 10]6.690 0.00 0.904 1.50 0.00 0.00 0 0.00
1 .52 0.13130 .092138 0.06 0.380 0.00
1048 .24 30>4.6< 0.536 10~5.16> 5.5 9.95 1.536 10'J6.]03 0.00 0.904 1.50 0.00 0.00 0 0.00
1 .29 0.13130 .036914 0.05 4.]00 0.00
1049 .53 30~9.81 0.549 10)5.355 5.5 9.48 1.396 ID]6.)51 0.00 D.9~4 1.50 0.00 0.00 0 0.00
1 .OB 0.133J0 ~W2356 0.03 0.]00 0.~0
1050 .61 10'14.95 0.564 10]5.51] 5.5 9.~5 1.2]1 10'16.]BB 0.00 0.904 1.50 ~.00 0.00 0 0.00
0 .93 0.13130 ~038383 0.03 0.380 0.00
1051 .54 10~5.08 0.584 10)5.659 5.5 8.63 1.154 1~16.813 0.00 0.904 1.50 O.OG D.00 0 ~.00
0 .'19 0.13130 .029994 0.43 0.380 0.00
1052. J3 10~5.iB 0.605 10'15.'18] 5.5 B.33 1.050 10]6.833 ~.00 O.90i 1.50 0.0~ 0.00 0 0.00
0. 66 0.1313D .021Bfi0 0.01 0.380 0.00
1052. 99 10)5.]) 0.619 10~5.893 5.5 'I.BS 0.956 30'l6.849 0.00 a.904 1.50 0.00 0.00 0 0.00
0. 5'! 0.13130 .01920] 0.01 0.390 0.00
1053. 56 10]5.39 0.651 10~5.991 5.5 l.4) 0.66'1 10)6.850 0.00 0.904 1.50 0.00 0.00 0 0.00
NNCf STR 0.11801 - -0615~1 0.30 0.00
1056. ]0 lOlS.]2 0.335 10]6.045 3.5 12.41 2.391 30'18.43] 0.00 ~.'l14 1.50 0.00 0.00 0 0.~0
3. 66 0.116'!6 .103165 0.38 0.310 0.00
1060. 44 10]6.15 0.33] 10]6.4]4 3.5 13.38 3.143 10]e.B16 0.0a U.]14 1.50 0.00 0.00 0 0.00
9. 14 0.116]6 -.099]]1 O.BO 0.310 0.00
1069. 58 10]].31 ~.3]8 30]'/.553 3.5 13.]1 2.3]8 10~9.681 0.00 0.'l14 1.50 O.OO 0.00 0 0.00
5. 34 0.116]6 .OB2869 0.44 0.330 0.00 mL2CEN5EE: o
9 R.B.F. 6 ASSOC. - SAN OIEGO . P~Si SP PAGE 3
WA26A SllRPACB PROPILE LI STING
FWtVF510N. PHASE ]e LINB O '
EdA Z MOHAIRAAU, P6, 03/04/2003
STATION INVBRT OBPTH W.S. Q VEL V2L BNERGY SUP6R CRITICAL , HGT/ BA56/ ZL NO AVOPR
ELSV OP Pf/JH BLBV HFAU GR~.fiL. ~ 6LSV OEP1N OIA I- NO. PSER
L/BLSM
. r. ~~~~
.~ u 50
~~~~.~. «
e.~ ee~ u~
~ ~~~u:u~ue::
~..~~~
r~u ~~» SP AV8
u~~~u~ HP
u.o~~. u
~r.~.u NOAA1 -EPTN
«...~~rrra~.~.e~.::
r r~ r~u
r:.r~.e ZA
ea~~~
u~~~
~~~•
lOJ6. 92 30'1'l.84 0.350 10]8.188 3.5 11.15 1.939 1000.11J 0.00 4.J14 1.5~ 0.00 0.00 0 0.00
3. 69 0.316]6 ~0'13490 0.2> 0.]30 0.00
30]8. 61 10'10.3] 0.362 30'10.631 J.5 10.64 1.]5] lOB0.3B8 0.00 0.)14 1.50 0.00 0.00 0 0.00
3 A5 0.11606 ' .063419 01] - 0.310 0.00
1081. 36 10~8.59 0.3]5 30)0.965 J.5 30.14 1.598 lOB0.56] 0.00 0.'!14 1.50 0.00 0.00 0 0.00 .
0. ]9 O.i15B6 -OS"1831 0.05 0.310 0.00
1002. 15 lOJ8.68 a.3]9 10'19.061 3.5 9.9"! 1.544 1080.605 0.~0 O.J14 1.50 0.00 0.00 0 O.Op ~~
Page 2 of 3
627LINEO.OUT
2.03 0.11586 ~052928 0.11 0.330 0.40
108a.1] SO'l8.93 0.393 10]9.30B 3.5 9.53 1.405 3084.]1J 0.00 0.'!14 1.50 0.~0 0.40 0 0.00
1.63 0.11506 .046315 ~.OB 0.31a 4.00
lOB5.90 10J9.13 0.406 10]9.531 3.5 9.0'1 3.2>'1 lOB~."1B8 0.00 O.J16 1.50 0.00 0.00 0 0.00
1.]6 O.Si58fi -090538 0.06 0.310 0.00
108].16 10]9.36 0.<20 10]9.6B3 3.5 8.64 1.160 lOB0.B42 0.00 O.Y14 1.50 0.00 0.00 0 0.00
1.13 0.11586 .0]5455 0.04 ~.310 0.00
1088.29 10'J9.39 0.4I6 10]9.82] 3.5 8.34 1.053 1O00.BB0 0.40 0.'l14 1.50 0.00 0.00 0 0.00
0.95 0.115B6 ~~31013 0.03 0.310 0.00
1089.24 10'19.50 a.469 10)9.953 3.5 '1.65 0.956 1000.909 0.00 0.'l14 1.50 0.00 0.00 0 0.00
0.01 0.31586 ~02~153 0.02 0.330 0-00
1090.05 10'I9.60 0.465 1080.061 3.5 ~.49 0.8~2 1090.933 0.00 0.'l14 1.50 0.00 0.00 0 0.00
0.60 ~.11586 ~02])~6 O.Od 0.310 0.00
3090.'/3 30]9.68 0.491 1080.15] 3.5 ].34 O.193 1000.949 0.00 0.'!14 1.50 0.00 0.00 0 0.00
0.58 0.11586 .020819 0.01 0.310 0.00 mLICENSEE: O
4 A.B.P. 6 ASSOC. - SAN DIEGO , POS15P PAGB 4
WA'PEA SURPAC6 PAOPILS LIS'tING
HAAVESTON~ PHASS 2: LINB O
E]AZ MOHAI4AAD. P&. 03/OA/2003
STATION INVERT 08PTH W.S. Q ~'EL `!EL 5l15RGY SUYeR CRITICAL HGf/ HAS6/ ZL NO AVBPR .
~.6V OF PLON BLHV 11EAD GAD.EL. Q,EV OSP1}i ~IA IO NO. PISB
y/BLEM 50 SP AVS HP NORM DBPTH ZA
•~«a~«r ~~.»r~~r.... ~r~~~a~~ ~«eu. ~~uu~~~~~ u u~~~~.......~«u~~~ee~~~r~.aaa~eee~u ~e~~~~e~~~~re.eeee~ouv~u«ee~~~r ~~u~•
1091.31 10~9.~4 0.498 3080.141 3.5 6.81 0.'1l0 3080.961 O.OU 0.'l1i 1.50 0.00 0.00 0 0.00
0.49 0.11586 .018345 0.01 0.330 0.00
1091.80 10]9.80 0.516 lOB0.315 3.5 6.G9 0.655 1080.9J0 0.00 0.~14 1.50 0.00 0.00 0 0.00
0.40 0.11586 ~a16001 O.o1 0.310 0.00
1092.2~ 10]9.85 0.535 lOB0.393 3.5 6.SB 0.594 1080.9'IS 0.04 0.]34 1.50 0.00 0.00 0 0.00
0.35 0.11586 .01403] 0.00 0.310 0.00
1093.55 10'I9.89 ~.556 1000.4<0 3.5 5.90 0.541 lOB0.9B1 0.00 0.'ll< 1.50 0.00 0.00 0 0.00
0.28 D.115B6 ~012309 O.UO 0.310 0.00
109Z.BJ 10]9.93 0.5'14 lOB0.492 3.5 5.63 0.493 lOB0.984 0.00 0.]19 1.50 0.00 0.00 0 0.00
0.]3 a.11586 ~~1~'1B9 0.00 0.310 0.~0 ~
1093.06 30]9.95 0.59< 1080.540 3.5 5.36 0.446 1000.906 0.00 0.'1l6 1.50 0.00 0.00 0 0.00
0.18 0.11506 .009965 0.00 0.330 0.00
1093.34 10]9.9] 0.616 1000.5Bd 3.5 5.13 0.40'! lOB0.989 0.00 0.'l14 1.50 0.00 0.00 0 0.00
0.13 0.11586 .OOB315 0.00 0.310 0.00
1093.3'! 10]9.98 0.639 lOB0.6]0 3.5 4.8'1 0.369 1080.989 0.0~ 0.]14 1.50 0.00 0.00 0 0.00
" 0.09 0.11586 ~00'1303 0.00 0.310 0.00
1093.G6 10>9.99 0.663 lOB0.654 ].5 9.65 0.335 1000.989 0.00 0.]14 1.50 a.00 0.~a 0 0.00
0.05 0.11506 .00641) 0.00 0.310 0.00
1093.51 1000.00 0.68'1 1000.6B5 3.5 4.43 0.305 lUB0.990 0.00 0.'!19 1.50 0.00 0.00 0 0.00
0.02 0.11586 .005631 D.00 0.310 0.00
1093.53 1080.00 0."114 3000.')14 3.5 4.22 0.2'16 1080.990 0.00 0."119 1.50 0.00 0.00 0 O.OOm
L,,~S~" L~ti ~ /C? „w,cr 'i ~ -~-' t~ ~ 2 a~ ~'e~~
•- /d~/~~; ~
~
~0
'
Page 3 of 3
(U~19~' ~
,
' 627LAT01.OUT
mDATE: '1/2B/2003
a'IME: 18:19
' FOS35P
NATER SUAPACE PROPILE - CNANNEL pEPINITION LISTING
PAGB 1
CAAD SSCf CHN NO OF AV6 PIEA HEIGHT 1 BASfi ZL ZH INV Y(1) Y(27 Y(3) Y(47 Y157 Y(fi7 Y(JI Y(6) Y(9) YQO)
COOE NO TYPE PIENS WI~TF[ DSAMETER HIOtN DROP
CO 10 4 1.50
CD 24 4 1.00
' CO 30 Q 2.50
C~ 36 9 3.00 m -0
O P 0 5 1 5 P PAG6 NO 3
WATER $URPACH PROPILS - TITLE CApD LISSING
' H6ADING LIN2 NO 1 IS -
AARVES'1C~N~ PHASS 1~ LAT Ol
HBAOING LINE NO 3 IS - ~
. SJAZ MOHTlMAD, P6, 03/04/1a03
NEAIIZNG LINe NO 3 IS - .
m -0
a F 0 5 1 5 P PAG6 NO 2
WAT2R SURPACE PROPILE - ELEMENT CARD LISTING
ELpNENT NO 1 IS A$YSTEM OVfLBL • •
~
ll/S DATA STATION INVERT SECf X S II.EV
1001.00 30'I5.53 18 10)6.05
SLEMFNT NO 3 IS A RBACN -
U/5 OATA STATION INVBAT SECE N RADNS ANGLE ANG Pl MAN H
1038.04 1aJ8.00 1B 0.013 ~ 0.00 0.00 0. 00 0
BLEMENT NO 3 IS A SYSlFlA HEADNORAS
' ~
U/5 DATA STATION INVERT 56CT N S EZEY
io~e.oa iove.oo ia o.oo
NO 6UIT BRRORS @iCOUNTERID-NMPUTATION IS N041 HEGINNING
'• XARNING NO. Z' • - WATEA SURFACE ELEVATION GIVEN IS LE55 THAN OR EQOALS INVERT EL£VATION IN H-NKOS. W.S.£LEV - IN V + DC mL iCEN500: R.B.F. c O
CASSOC. - SAN ~IECq P0515P PAGB 1
WAT6[t SURPAC6 PROPILB LIS1'ING
HARVESfON. P1tA58 2: LAT 03 - ~
EJA2 MOtlN9AM~ PS~ 03/06/2003
Sf'ATION INVERT O6PTF1 H.S. Q VEL VEL SNENGY $I1PER CAITICN. HGT/ BhSE/ ZL NO AVOpR
6LBV OP PLOF` &L6V HEAU GR-.EL. Q.%V pEPTtl DIA IO NO. - PIBR
L/ELflM SO SP AV6 HP NORM ~EPTH ZR
••
• fet•
"
'•t` +Y
+
""
• '
' *'
• •'t
*f `t"~t•*t4 `
•f •• '
t •t
" '
1001.80
10]Se53
~ 0.301
lOJS«831 3'6 10.]8 L690 10]]e491 O'00 0•611 1•SO 0•00 O'OO 0 O'00
5.00 a.09413 .0'l5836 0.38 0.]fi0 O.Oa
1006.80 SO]6.40 0.30] 10)6.30B ].6 30.00 1.553 10]~.061 0.00 0.611 1.50 0.00 0.40 0 0.00
5.03 0.09913 .068059 0.3< 0.280 0.00
3011.83 10]6.4] 0.31'1 lOl6.]91 2.6 9.53 1.900 10'18.199 0.00 0.613 1.50 V.Oa 0.00 0 0.00
3.38 0.09a13 .o59a64 0.30 0.200 0.00
1035.31 10~6.)9 0.318 10'I].130 2.fi 9.09 1.38] 10)8.403 0.00 0.611 1.50 0.00 0.00 0 0.00
2.50 0.09413 ' .051900 0.13 a.280 0.~0
301].J1 lOlY.03 0.339 10'1].36') 2.6 8.6'1 1.166 10>8.533 0.00 0.611 1.50 0.00 0.00 0 0.00 .
1.93 0.09613 .04545a 0.09 0.280 0.00
1019.69 30'I'1.31 0.351 10)].560 E.6 8.35 1.058 10]8.618 0.00 0.631 1.50 0.00 0.00 0 0.00 ,
1.55 0.09413 .039'!54 ~.06 0.300 0.00
10]1.19 10]].36 0.363 SO]].J18 3.6 '1.BB 0.964 lOJ8.6B2 0.00 0.611 1.50 0.00 0.00 0 0.00
1.3'1 0.09413 .034]40 0.~9 0.280 O.UO
1~22.46 10~].6] 0.3]5 30~).850 3.6 ).51 O.B'1'1 10'I8.)3'1 0.~0 0.611 1.50 0.00 0.00 0 0.00
1.05 0.09413 .0303>'I 0.03 0.180 0.00
1~d3.53 10'!'!.5] 0.3BB 10'1].961 ].6 t.16 0:]9] 10'!9.)58 0.00 0.631 1.50 0.00 0.00 0 0.00
0.68 0.09413 .026565 0.03 0.280 0.00
3029.39 10'I].66 0.403 10~B.05] 3.6 6.83 0.'133 30'18.'180 0.00 0.611 1.50 0.00 0.00 ~ 0.00
0.'13 0.09413 .033334 0.03 0.280 0.00
3035.13 10~>.'13 0.615 SO]8.190 2.6 6.53 0.659 10)8.]99 ~.40 a.611 1.50 0.00 0.00 0 0.00
0.60 0.09913 .020393 0.01 . ~.280 0.00 mL3CENSEE: a
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S.IAZ MOHAMMAD, P&, 03/04/200J
SSATION INVERi DBPTH W.S. Q VEL VEL BNEAGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
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10]5. >2 10'1'l.]8 0.430 30'18. 212 2.6 6.21 0.598 10]8 .030 0.00 0.611 ~~54 0.~0 ~.00 0 0.00
0. 53 0.09413 ~01~81< 0 .03 0.390 0.00
1036. 2a SO'1'1.83 0.445 10)8. 2]5 1.6 5.92 O.Sa5 SO'1B .e30 0.00 0.611 1.50 O.UO 0.00 0 0.00
O. aa 0.09413 -015508 0 .01 ~.380 0.00
1026. 60 30]].8'1 0.460 10"/B. J33 2.6 5.69 0.49a 10'1B .B36 0.00 0.611 1.50 0.00 0.00 0 0.00
0. 39 0.09413 -01365E ' D .00 0.280 0.00
102'1. 0] 10~'l.90 0.4]] 10'18. 381 3.6 5.]0 0.950 10'l8 .031 0.00 0.631 1.50 0.00 0.00 0 0.00
0. 31 0.09913 ~01195'! 0 .00 0.180 0.00
102]. 33 10]].93 0.993 10'lB .i36 2:6 5.13 0.906 10'IB .9;4 0.00 0.631 1.50 0.00 0.00 0 0.00
0. 33 0.~9413 .0104]d 0. 00 O.d80 0.00
102]. 55 10]].95 0.531 10~8. 465 3.6 4.69 0.3'!1 10]8. 836 O.OD 0.611 1.50 0.00 0.00 0 0.00
0. 19 0.09<1] ~009180 0. 00 0.280 0.00
102'1. ]4 10)].9'1 O.Sd9 10>8. 501 3.6 9.66 0.33] 30]8. 838 0.00 0.611 1.50 0.00 0.00 0 0.00
0. 19 0.09613 .OaB096 0. 00 0.300 0.00
102]. 88 10"I'l.90 0.54B lOt0. 53] 3.6 9.44 0.30] SO'lB. 090 0.00 0.611 1.50_ 0.00 0.00 0 0.00
0. 09 0.09413 ~00]OS) 0. 00 O.d80 0.00
102'J. 9'1 10]].99 0.568 30]8. 561 ].6 4.29 0.2]9 10]B. B40 0.00 0.611 1.50 O.Op 0.00 0 0.0a
0. 06 0.a9413 . .006190 0. 00 0.380 0.00
1018. 03 10]8.00 0.588 30'I8. 58> 2.6 4.04 0.354 10'18. 841 0.00 0.611 1.50 O.pO 0.00 0 0.00
0. 01 0.09413 .005416 0. 00 0.300 0.00
1028. 04 10]8.00 O.fill 10'18. 611 3.6 3.85 0.230 10]B. B91 0.00 0.611 1.50 0.00 0.00 0 O.OOm
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