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Tract Map 31276 Drainage Study
DRAINAGE STUDY TRACT 31276: Ashville I HARVESTON PHASE-2 September 09, 2004 Prepared for.~ Greystone Homes 40980 County Center Drive, Suite 110 Temecula, CA 92591 Phone: (909) 719-3400 Fax:(909) 296-6495 Report Prepared By: o ^ e CONSLJLTING Revision History Date Comment 6/29/04 ,Original 9/09/04 SD Pipe HGL Calc Modified 27555 Ynez Rd, Suite 400 Temecula, California 92591-4679 909.676.8042 telephone 909.676.7240 fax Engineer of Work/ Contact Person: Ejaz Mohammad, P.E. RBF JN 15-100715.001 C88380 - ~ 2 3i 0 / G~ ~~~ \ Table of Contents Introduction Page 1 Hydrologic Methodology Page 1 Hydrology- Existing Conditions Page 2 Hydrology Proposed Conditions Page 2 Hydraulics Page 3 Conclusions and Recommendations Page 3 References Page 4 List of Exhibits Exhibit-1: Vicinity Map Exhibit-2: Hydrologic Soils Group Map Exhibit-3: Basin-700 & -800 Hydrology Map List of Appendices Appendix A: Hydrologic Calculation Backup • Plate D-4.1 Standard Intensity Duration Curves Data • 10- and 100-year Rational Method calculation backup • Exhibit-2: Hydrologic Soils Group Map . Exhibit-3: Drainage Map for the Proposed Condition Appendix B: Hydraulic Calculation Backup • Street Gutter Capacity Calculation Backup • Catchbasin in Sag: Capacity Calculation for 7' long catchbasin • Pipe Hydraulic Grade Line Calculation . Reduced Size of Improvement Plan related to drainage: Sheet 1 and 4, for reference purposes only. H:\PDATA11510062TCALC\HydrdogyV2eport\627HydReport-TT30668Final.doc ~ ' ~ ' 1. INTRODUCTION ~ The proposed project, comprising approximately 18.3 acres of undeveloped terrain, is ~ 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: ~ 6• 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. ' In this submittal, HGL control for Line-A has been updated using Lateral A-5 of Drawing ' # 7-348. Further, minor corrections have been made for the hydraulic grade line calculations of pipes. ~ II. HYDROLOGIC METHODOLOGY I 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 least impervious. Therefore a soil of HSG type-A produces least amount of I peak runoff while HSG type-D produces most amount of peak runoff. According to ~ Ashville I: Tracf 37276 Page t ~ 3 ' ~ ' 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, , superimposed with the boundary of this site, is included in Appendix C. , Development Type- The proposed development was based condominium homes. 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 1 The hydrologic analysis for existing conditions was addressed in Reference 1 and will ' not be repeated in this report. The proposed development is a part of master plan. The drainage infrastructure (Santa Gertrudis Valley Harveston Storm Drain Line, herein referred to as SGVH Storm Drain Line) that takes flow from this tract, was designed , adequately per master plan to absorb the increase in flow due to development in this tract. Therefore, there is no need to perform any comparison of existing flow from ' proposed condition flow, and hence no reason to present existing conditions hydrology in this report. ' IV. HYDROLOGY - PROPOSED CONDITIONS , Tract 3127 consists of 60 single-family dwellings and interior streets with 38-foot right-of- ' ways. The proposed onsite drainage patterns (drainage basins and nodes) and stortn , Ashville I: Tract 31276 Page 2 ~ ~ ~ i ' drain for this project are presented on Exhibit-3. The site drains westerly to existing SGVH Storm Drain Line, constructed per Master Drainage Plan of Harveston Phase-I ' (Reference 1.) ' All supporting hydrologic calculations are included in Appendix A. ' 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 gutter capacity calculation was perfortned using the FlowMaster computer program, (Reference 4), and is included in Appendix B. The half street ' capacity for 16' half street at minimum 1% slope is 10 cfs. All 100-year overland flows are less than 10 cfs, and therefore will be contained within the top of curb. Therefore we also conclude that 10-year flow will be below top of curb. This satisfied the RCFC&WCD ' hydrologic criteria. ' 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' ' for water below top of curb is 14 cfs. 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. ' ' 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) , Ashville 1: Tracf 31276 Page 3 ~ ~ ~ ~ ' , ' ' ' ~ 1 ' ' 1 r ~ ~ ~ ~ ~ ~ 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 Infrasfrucfure 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 Mefhod 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 (HELE1) Version 8.0, January 1, 2000. Ashville I: Tract 31276 Page 4 ~ ~ i~ t 1 1 1 ~ Appendix A Hydrologic Calculation Backup , ' Tract 31276, City of Temecula, CA Ashville I: Harveston Phase-2 ' ' • Plate D-4.1 Standard Intensity Duration Curves Data • 10- and 100-year Rational Method calculation backup • Exhibit-2: Hydrologic Soils Group Map ' • Exhibit-3: Drainage Map for the Proposed Condition ' I ' , ~ I ' I ' , 1 , ' , 1 , ' ~ ' , ' 1 1 ' , , ' ' ' ' ' Appendix B Hydraulic Calculation Backup Tract 31276, City of Temecula, CA Ashville 1: Harveston Phase-2 • Street Gutter Capacity Calculation Backup . 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RATZONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC6WCD) 1978 HYDROLOGY MANOAL (c) Copyiight 19H2-2007 Advanced Engineeiing Software (aes) (Rational Tabling Version 5.9D) Release Date: O1/O1/2001 License ID 1269 Analysis prepaied by: RHF Consulting 19725 Alton Parkway Irvine, CA 92618 ~f+f+.+~+~~.+++at++++x~+~~xx DESCRIPTION OF STUDY x~.x:~xx:~:+sxxs+++xaxxx:~x+ * TRACT 31276: HARVESTON~ PROPOSED CONDITION * t x ~ * +r+~+~~i~xax+.xix~~i~~~.~:~~~+x+~~~:~++x+sx~+xxx~s+yitr~xittxx+x>~~s>+str+x• FILE NAME: 715RM100.DAT TIME/DATE OF STUDY: 17:10 06/02/2009 _"__'____'______"'_______________________"__'__'_""' "__"'_ _ USER SPECIFIED HYDROLOGY AND HYDRAULZC MODEL INFORMATION: _______________________________"'_____'__"'______________'_'_'_"___ USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PZPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECZMAL) TO USE FOR FRICTION SLOPE = 0.95 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 0.880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.480 100-YEAR STORM 60-MZNUTE INTENSITY(INCH/HOUR) = 1.300 SLOPE OF 10-YEAR INTENSITY-DURATION CORVE = 0.5505732 SLOPE OF 100-YEAR INTENSITY-D[7RATION CURVE = 0.5495536 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = 1.300 SLOPE OF INTENSITY DURATIDN CORVE = 0.5996 RCFCSWCD HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL AND ZGNORE OTHER CONFLUENCE COMHINATIONS FOR DOWNSTREAM ANALYSES *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO TNE UPSTREAM TRIBOTARY PIPE.* 700-YEAR PROPOSED CONDITION RONOFF --+ ~ ~ •+x+x:xx:+xxxx:xx+~.+++x.x+..+...+.a..+:++~a.>.+tai+.+a...x.++++.+..+s+t:~+.+ FLOW PROCESS FROM NODE 100.00 TO NODE 112.00 IS CODE = 21 »>»RATIONAL METROD INITIAL SUBAREA ANALYSIS««< ASSUMED INITIAL SUBAREA UNZFORM DEVELOPMENT ZS CONDOMINIUM ~ TC = K'[(LENGTH**3)/(ELEVATION CHANGE)]*`.2 INITIAL SUBAREA FLOW-LENGTH = 550.00 UPSTREAM ELEVATION = 1119.60 DOWNSTREAM ELEVATION = 1112.00 ELEVATION DZFFERENCE = 2.60 TC = 0.359'[( 550.00**3)/( 2.60)]**.2 = 13.079 100 YEAR RAINFALL INTENSITY(ZNCH/HOUR) = 3. 003 CONDOMINIUM ~EVELOPMENT RUNOFF COEFFICIENT = .8185 SOIL CLASSIFICATION IS "H" SUBAREA RUNOFF(CFS) = 9.92 TOTAL AREA(ACRES) = 2.00 TOTAL RUNOFF (CFS) = 9.92 +.x+.++++:.:..s+++.ss++.>+.....x..+•++++++x++«~•xs++x.+s.x..+.+x.x..+x+x+x.. FLOW PROCESS FROM NODE 110.00 TO NODE 112.00 IS CODE = 81 ' -->»»ADDITION-OF SUBAREA-TO-MAZNLINE-PEAK-FLOW«<G<----------------------- ' \~ Page 1 of 3 1 ~ - 7 ~=~t r~. 1 ' 715RM100.RES ' 100 YEAA RAINFALL INTENSITY(INCH/HOUR) = 3.003 CONDOMINIUM DEVELOPMENT RONOFF COEFFZCIENT = .8185 SOIL CLASSIFSCATION IS "8" S-HAREA AREA(ACRES) = 1.10 SUBAREA AONOFF(CFS) = 2 JO ~ TOTAL AREA(ACRES) = 3.10 TOTAL RONOFF(CFS) = 7.62 ' **TC(MIN) = 13.06 f*****#!k4*##*ti#Yi1l:ktf**1i*iT~.lSf>1*f+1i1:4*#*+i#*4i*f4i***l4:~**#YY1:S*k:li1 FLOW PROCESS FROM NODE 150.00 TO NODE 152.00 IS CODE = 81 ' - >=_»ADDITION-OF-SUBAREA-TO-MAINLINE_PEAK-FLOW__«<----------- ------- -- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.003 CONDOMINIOM DEVELOPMENT RUNOFF COEFFICIENT = .8185 ' SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACAES) = 1.00 SOBAREA RUNOFF(CFS) = 2.96 TOTAL AREA(ACRES) = 4.10 TOTAL RUNOFF(CFS) = 10.08 TC(MIN) = 13.08 ' x.x++x.++...~.•....+>s.xx:xx..s>:xxxx~+x+++.xxxx.+.+.•++:+...+.x.xx.s:.:e.x+ FLOW PROCESS FROM NODE 200.00 TO NODE 202.00 IS CODE = 21 »>»RATIONAL METHOD INITIAL SUBAREA ANALYSIS<GG« ___'_______________'______'___________-__________'______'__________ _______ , ASSOMED INITIAL SUBAREA ONIFORM DEVELOPMENP IS CONDOMINIUM TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]'t.2 INITIAL SUBAREA FLOW-LENGTN = 200.00 OPSTREAM ELEVATZON = 1115.70 , DOWNSTREAM ELEVATZON = 1112.50 ELEVATION DIFFERENCE = 3.20 TC = 0.359*[( 200.00**3)/( 3.20)]**.2 = 6.838 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 9.288 ' CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8362 SOIL CLASSIFICATION IS "B" SUBAREA RUNOFF(CFS) = 1.99 TOTAL AREA(ACRES) = 0.40 TOTAL RUNOFF(CFS) = 1.94 ' ~xx+:x:+x:..+s..a..:.x.+.>+s.xx.rxxx:>.s+..x+:.>.~..«+.xs++s~~:.xx:+...x+:a+ FLOW PROCESS FROM NODE 210.00 TO NODE 212.00 IS CODE = 21 »>»RATIONAL METHOD INITIAL SUHAREA ANALYSIS<G«< _______"_____"_________"'________--'__________'________'________ ________ , ASSUMED INZTIAL SUBAREA UNIFORM DEVELOPMENT IS CONDOMINIUM TC = K*[(LENGTH*'3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 120.00 OPSTREAM ELEVATION = 1112.20 ' ~OWNSTREAM ELEVATION = 1110.00 ELEVATION DIFFERENCE = 2.20 TC = 0.359*[( 120.00**3)/( 2.20)]**.2 = 5.925 100 YEAR RAINFALL ZNTENSITY(INCH/HOUR) = 4.870 ' CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8492 SOZL CLASSIFICATZON IS "B" SUBAREA RUNOFF(CFS) = 1.23 TOTAL AREA(ACRES) = 0.30 TOTAL RUNOFF(CFS) = 1.23 ' e.x..+:x.+~+.:•+++>x++>~++:xx+x+.>+:.>x.x++xx+++~.x•~x.++~~.x....+~x~,:..s+++R FLOW PROCESS FROM NODE 300.00 TO NODE 302.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< '______________'_---_-______ __________-__________'_________'__________ -___ ' ASSUMED INITIAL SUBAREA UNZFORM DEVELOPMENT IS CONDOMINIUM TC = K•[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 200.00 UPSTREAM ELEVATION = 1119.00 , DOWNSTREAM ELEVATION = 1112.00 ELEVATION DIFFERENCE = 2.00 TC = 0.359*[( 200.00'*3)/( 2.00)] ".2 = 7.512 100 YEAR RAINFALL INTENSITY(ZNCH/HOOR) = 4.073 ' CONDOMINZUM OEVELOPMENT RUNOFF COEFFICSENT = .8355 SOIL CLASSIFICATION IS "H" SUBAREA RUNOFF(CFS) = 2.38 . TOTAL AREA(ACRES) - 0 JO TOTAL RUNOFF(CFS) = 2.38 ' 1~ Page 2 of 3 715RM100.RES _____--______ ____________------------------- END OF STUDY SUb41ARY: TOTAL AREA(ACRES) = 0.70 TC(MIN.) = 7.51 PEAK FLOW RATE(CFS) = 2.3H ____ ____ _______ _____________________ ______ ________ _____' END OF RATIONAL METHOD ANALYSIS ^ `~ Page 3 of 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ PLANNINO ^ DE810N ^ CONHTRl1CTION E X H I B I T- 2 ~ p~~y~qpqD,SURE400 HYDROLOG I C SO I L.S GROUP MAP •• ~ TEMECUL4, CALJFORNIA 92591-4679 T R A C T 312 7 6: A S H V I ~ L E I C O N S U LT I N G 9os.s7s.eoa2 • FnX 90s.67s.724o • www.RBF.com ~ SOURCE: PLATE C-1.52 RCFC & WCD HYDROLOGY MANUAL ~ ~ i ~ ~ ~ ' ' ~ ' , ' ' ' ' ' ' ' ~ 1 Appendix B Hydraulic Calculation Backup Tract 31276, City of Temecula, CA Ashville I: Harveston Phase-2 • Street Gutter Capacity Calculation Backup • Catchbasin in Sag: Capacity Calculation for 7' long catchbasin • Pipe Hydraulic Grade Line Calculation • Reduced Size of Improvement Plan related to drainage: Sheet 1 and 4, for reference purposes only. ~1 1 ' ' ' ' ' ' ' , 1 ' ' ' ' ' , ' ' ' Worksheet Worksheet for Gutter Section Prqect Description . Worksheet GutterSection-Ashville Type GuKer Section Solve For Discharge Input Data - Slope 1.00 % Gutter Width 2.00 ft Gutter Cross Slope 8.33 k Road Cross Slope 2.00 % Spread 16.00 ft Mannings Coefficient 0.015 ResWts Discharge 9.95 cfs Flow Area 2.7 ft' Depth 0.45 ft Gutter Depression 1.5 in Velocity 3.70 iVs ,~ Prqect Engineer: Ejaz Mohammatl h:~pCata\15700627\calc\hytlrology~G27hyd.fm2 RBFConsulting FlowMasterv6.1 [614kj 06/29/04 10:45:53 AM m Haestad Methods. Inc. 37 Brookside Road Wa[erbury, CT 06708 USA (203) 755-1686 Page 1 of 1 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1 ' ' Worksheet Worksheet for Curb Inlet In Sag Project Description Worksheet Curbinlet-7' Type Curb Inlet In Sag Solve For Spread Input Data Discharge 14.00 cfs Gutter Witlth 2.00 ft Gutter Cross Slope 8.33 °~ Road Cross Slope 2.00 % Curb Opening Length 7.00 R Opening Height 0.50 ft Curb Throat Type Horizonlal Local Depression 4.0 in Local Depression Width 4.00 ft ResulGs Spread 28.43 ft Throat Incline Angle 90.00 degrees DepM 070 ft Gutter Depression 1 ~.5 in Total Depression 5.5 in \-\ ProjeG Engineer: Ejaz Mohammad h:~ptlata\15100627\calcUiytlrolo9y\627hyd.fin2 RBF ConSUlting FlowMas[er v6.1 [614k] 06/29/04 10:53:73 AM ~ Haestatl Methods, Inc. 37 Brookside Road Wa[erbury, CT 06708 USA (203) 755-1666 Page 1 of 1 , _. _ ' 715LATAI.OUT Q'iDATE: 9/ 9/2004 TIME: 12:33 FOS15P ' WATER SURFACE PROFILE - CHANNEL UEFINITION LISTING PAGE 1 CAAD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y111 Y~2) Y13) Y14) Y(5~ Y16) Y1~1 Y18) Y~9) Y130) CODE NO TYPE PIEPS WI~TH DIAHETER WIDTH DROP CD 1B q 1.50 CD 29 4 2.00 , CD 30 4 2.50 CD 36 4 3.00 m a F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING ' HEA~ING LINE NO 1 IS - ASNVILLE: LATERAL A-1 HEADSNG LINE NO 2 IS - ' HEAOING LINE NO 3 IS - < F 0 5 1 5 P ESAZ MOHAMND, PE PAGE NO 2 m ' ~ ' ' , 1 , l__1 ' ~ ' ' 1 FATER SURFACE PROFILE - ELEHENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OOTLET U/5 -ATA STAYION INVERT SECT W 5 ELEV 1004.16 1105.fi6 18 110'i.43 ELEMENT NO 2 IS A REACH • • ' U/5 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1005.64 1105.66 18 0.013 0.00 0.00 0. 00 0 ELEHENT NO 3 IS A REACH ` ` • U/5 ~APA STATION INVERT SEQ N RADIUS ANGLE ANG PT MAN H 1013.30 1105.'IO 18 0.013 0.00 39.00 0. 00 0 ELEHENS NO 4 IS A REACN • ' ~ 0/5 DATA STATION INVERT SECT N RMNS ANGLE ANG PT MAN H 3060.03 3105.93 18 0.~13 0.00 48.]0 0. 00 0 ELEMENP NO 5 IS A REACN ' ' ' U/5 DATA STATION INVERT SECT N RAUI05 ANGLE ANG PT MAN H 11~3.5~ 1106.50 18 0.013 0.00 0.0~ 0. 00 0 ELQIENT NO 6 SS A REACH • ' • U/5 DATA STATION INVERT SECT N RAUI05 ANGLE ANG PT MAN N 3210.56 1106.68 1B 0.013 0.00 38.50 0. 00 0 ELEMENT NO "! 25 A REACH • ' ` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1226.31 130fi.]fi 18 0.013 0.00 80.20 0. 00 0 ELEMENT NO 8 IS A RFACH • • • U/5 DATA STATION INVERT SECT N RADNS ANGLE ANG YT MAN H 1264.43 1106.95 1B 0.013 0.00 0.00 0. 00 0 ELEMENT NO 9 IS A REACH • • ' ~ U/5 DATA STATION INVERT SECT N PADIUS ANGLE ANG PT HAN N 1296J5 1109.01 18 0.013 0.00 0.00 0 .00 0 ELEMENT NO 10 IS A REACH ` U/5 DATA STATION INVERT SECT N RADNS ANGLE ANG PT MAN H 134"/.04 110"1.36 1B 0.013 0.00 31.40 0 .00 0 CLEMENT NO 11 IS A SYSTFH HEADWORKS • ' O/S OATA STATION INVHRt SECt W S ELEY 134].04 110"l.3fi IB 0.00 NO EOIT ERRORS 6NCOUNPERE~-CQYPUYATIDN IS NON BEGI NNING •• WAPNING NO. 2" - WATER SURFACE ELEVATION GIVEN IS LE55 THAN OR EQUALS INVERT ELEVAtION IN H~WK~S~ W.S.ELEV = INV t DC WLICENS¢E: R.B.F. 6 4ASSOC. - SAN DIEGO FOSISP P1+GE I WATER SURFACE PROFILE LISTING ASHVILLE: WTERAI. A-1 EJAZ NOHAM14IAD~ PE STATION INVERT DEPTH H.S. Q VEL VEL ENERGY SOPER CRITICAL HGT/ BASE/ ZL NO AVBPR C10V OF FLOW ELEV HEAD GRD.EL. ELEV OEPTH DIA ID NO. PI ER `L/ELEM:..i~.s~... «:«....«...........: «..:«~. ....... .SF AVE 44...NF.u u.~rr.u~~ru...NOPH•DEPTH. ....... ..ri~~. r.ZR. ..« ~u~~r 1009.16 1105.66 1."I]0 110].430 2.5 1.91 0.031 110"I.461 0.00 0.599 1.50 0.00 0.00 0 0:00 1.98 0.00000 .000566 0.00 0.000 0.00 3005.64 1105.6fi 1.]"!1 130"l.4J1 2.5 1.41 0.031 110~.962 0.00 0.599 1.50 0.00 0.00 0 0.00 "l.fifi 0.00522 .000566 0.00 0.590 0.00 1013.30 1105.]0 1.939 110J.439 2.5 1.41 0.031 ISO~A40 0.00 0.599 1.50 0.00 0.00 0 0.00 Afi.]3 O.OOi92 .000566 0.03 0.600 0.00 'J/~ ~~v 3060.03 1305.93 1.540 110t.440 2.5 1.41 0.031 110"1.501 ~.00 0.599 1.50 0.00 0.00 0 0.00 Page 1 of 3 -0 D i1 ' 71 5LATA7.OUT 9.05 0.00502 .000560 0.01 0.600 0.00 ' 1069.08 1105.9'i 1.500 110'i. 9'IS 2.5 1.41 0.031 1301.506 0.00 0.599 1.50 0.00 0.00 0 0.00 30.21 0.00502 .000525 0.02 0.600 0.00 3099.29 110613 1.160 110"1. 48t 2.5 1.98 0.034 110].521 0.00 0.599 1.50 0.00 0.00 0 0.00 16.99 0.00502 .000512 0.01 0.600 0.00 ' 1116.20 1106.21 1.280 110"1. 492 2.5 1.56 0.038 110"I.530 0.00 0.599 1.50 0.00 0.00 0 0.00 lt.lfi 0.00502 .000555 0.01 0.600 0.00 1130.44 1106.28 1.213 110~. 996 2.5 1.63 0.041 130].53"I 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 12.22 0.00502 .000611 0.01 0.600 0.00 1142.66 1106.35 1.155 110"I. 500 2.5 1."!1 0.046 110].546 0.00 0.599 1.50 0.00 0.00 0 0.00 11.16 0.00502 .0006]8 0.01 0.600 0.00 ' 1153.82 1306.40 1.302 110'l. 503 2.5 1.B0 0.050 110"I.553 0.00 0.599 1.50 0.00 0.00 0 0.00 30.OB 0.00502 .000'I56 0.01 0.600 0.00 1163.90 3306.95 1.054 110). 505 2.5 1.B8 0.055 130~.560 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 9.22 0.00502 .000849 0.01 0.600 0.00 WLICENSEE: a < R.B.P. 6 ASSOC. - SAN DIEGO FOS1 5P PAGE 2 WATER SURFACE PROFILE LI STING ASHVILLE: LATEAAL A-1 ESA Z MOHAMMAU, PE ' STAPION INVERT ~EPTH N.S. Q VEL VEL ENERGY WPER CRIIICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW LLEV HEAD GRD.EL. ELEV ~EPTH OIA I~ N0. PIER L/ELEM 50 SF AVE HF NOPM DEPTN s~ ZR ~~~. u. .. u u~. ' u.... «u 11]3.12 . ««~ «. 1106.50 . u. u~.. 1.010 .. «. 110] u.. u . .SOB ......... 2.5 .... ~..: 1.9'/ u a..... 0.061 . ~«: a... 110'I.569 «~ a.... 0.00 ...... «w 0.599 a ~~ e u.... . u~. « 1.50 .. u~ 0.00 0.00 0 0.00 O.iS 0.00502 .OOOB99 0.00 0.600 0.00 11]3.5~ 3306.50 1.008 110"I .508 2.5 1.98 0.061 110'I.569 0.00 0.599 1.50 0.00 0.00 0 0.00 1 9.18 0.0048"I .000958 0.01 0.600 0.00 1182."/5 1106.55 0.966 110] .531 2.5 2.08 0.06] 110"I.S~B 0.00 0.599 1.50 0.00 0.00 0 0.00 8.26 0.0048'i .0030'!9 0.01 0.600 0.00 ' 1191.01 1106.59 0.928 130"l .513 2.5 2.18 0.0"I4 110].50"! 0.00 0.599 1.50 0.00 0.00 0 0.00 8.13 0.0048i .001318 0.01 O.6o0 0.00 1199.14 1306.62 O.B91 130'i .515 2.5 2.28 0.081 110"i.596 0.00 0.599 1.50 0.00 0.00 0 0.00 ' "1.42 0.0048i .001396 0.01 0.600 0.00 1206.56 1106.66 0.850 110"i .518 2.5 2.39 O.OB9 1109.fi0~ 0.00 0.599 1.50 0.00 0.00 0 0.00 4.00 0.0048] .001512 0.01 O.fi00 0.00 1230.56 1106.68 O.B39 110Z 519 2.5 2.A6 0.094 110].613 0.00 0.599 1.50 0.00 0.00 0 0.00 ' fi.fi3 0.00508 .00166"I 0.01 0.600 0.00 121"i.19 1106.~1 0.80"! 110'1 .521 2.5 2.58 0.103 110].fi24 0.00 0.599 1.50 0.00 0.00 0 0.00 6.1] O.OOSOB .001890 0.01 O.fi00 0.00 ~ 1223.36 1106.~4 0."I"19 110] .522 2.5 2.]1 0.114 110~.636 0.00 0.599 1.50 0.00 0.00 0 0.00 2.95 0.00508 .0020]9 0.01 0.600 0.00 1226.31 1106.96 0.~63 110"I .523 2.5 2.~"! 0.119 110].642 0.00 0.599 1.50 0.00 0.00 0 0.00 ' 6.24 0.00498 .002283 0.01 0.600 0.00 1232.55 1106.]9 0.'!39 110"1 .525 2.5 2.90 0.131 110~.656 0.00 0.599 1.50 0.00 0.00 0 0.00 5.90 0.00498 .002593 0.01 0.600 0.00 mLICENSEE: o o R.B.F. 6 ASSOC. - S AN DIEGO F05 15P PAGE 3 ~ WATER SURFACE Pft~FILE L ISTING ASHVILLE : LATERAL A-1 EJAZ MOHAlPfAU, PE STATION NVERT DEP ~ L ENERGY P S . R AL HGS 9E BA ZL NO AVBPR ~ ELEV H OF FLOW E6 . EV ~ ~ HEAD ~ GRD.EL. ELEV DEPTH DIA ID N0. PIER .: ' L/ELEH .'. r 50 .. . . «.. . ...u. ~«r. .~.~ .» u SE AVE .. . ... HF . .. . . « .«. ` .» NORM ~EP'IH .. .. : .. '• 2R ' i 3230.95 1106.82 0.]OB 1101 .52fi 2.5 3.05 0.199 110].6]0 0.00 0.599 1.50 0.00 0.00 0 0.00 ' S.69 0.00498 .002948 0.02 0.600 0.00 7~ !/\ ' Page 2 of 3 ' 715LATA1.OUT 1193.64 1106.85 0.682 110].528 5.00 0.00498 3248.64 I306.8~ 0.658 110"I.529 5.63 0.00498 1254.2] 1106.90 0.639 110L533 4.92 0.00498 1258.69 1306.92 0.612 ll0].533 1.56 0.00498 1260.25 1106.93 0.600 110].529 4.18 0.00498 1264.43 1106.95 0.600 1100.550 32.32 o.o04B] 12'!6.'15 110"I.O1 0.600 110].fi10 ]0.29 0.00998 134].04 130~.36 0.600. 110"1.960 HYDAAU12C dUMP 134].09 1101.36 0.599 110~.959 2.5 3.19 O.iSB 110~.686 0.00 0.599 .003354 0.02 2.5 3.35 O.ll4 110~.")03 0.00 0.599 .003816 0.02 2.5 3.52 0.192 110"1."l25 0.00 0.599 .004345 0.02 2.5 3.fi9 0.211 110].044 0.00 0.599 .00480C 0.01 2.5 3.]9 0.223 110"!."!52 0.00 0.599 .004981 0.02 2.5 3J9 0.223 110'iJ'/3 0.00 0.599 .009988 0.~6 2.5 3.09 0.223 I30'I.B33 0.00 0.599 .009988 0.35 2.5 3.'!9 0.223 1308.183 0.00 0.599 2.5 3.'19 0.223 1108.182 0.00 0.599 i.50 ~.0a ~.~a ~ ~.~~ O.fi00 0.00 1.50 0.00 0.00 0 0.00 O.fi00 ~.00 1.50 0.00 0.00 0 0.00 0.600 0.00 1.50 0.00 0.00 0 0.00 0.600 0.00 i.so o.oo o.oo 0 0.00 0.600 0.00 1.50 0.00 0.00 0 0.00 0.600 0.00 1.50 0.00 0.00 0 0.00 O.fi00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 O.OOm WSELbv - I108-~8 +~o~zXo-ZZ~ = IIO$-2Z ~Z Page 3 of 3 715LATA2.OUT OODATE: 9/ 9/2004 TIME: 12:A3 FOS15P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CAFD SECT CHN NO OF AVE PIER NEIGNT 1 BASE ZL ZR INV Y11) Y~21 Y13~ Y~9) Y~5) Y(61 Y('1) Y18~ Y~9) Y110) CODE NO TYPE PIERS WIDTH DIAMETER MIDTN DROP CO 18 4 1.50 CD 24 4 2.00 CD 30 4 2.50 C~ 36 9 3.00 m -0 L P 0 5 1 5 P PAGE NO 3 WATER SUNFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ASNVILLE: LATERAL A-2 HEADING LINE NO 2 25 - ESAZ HOHAlPIAD, PE HFJNING LINE NO 3 IS - m -0 -0 P 0 5 1 5 P PAGE NO 2 NATER SURFACE PROFILE - ELEMENT fARD LISTING ELEHENT NO 1 IS A SYSTEH WTLET ` ` • U/5 DATA STATION INVERT SECT W 5 ELEV 1002.E5 1105."IB 1B 110].]9 ELFl1ENT NO 2 IS A REACH ' ' ~ U/5 DATA STATION INVERT SECT N RADI05 ANGLE ANG PT MAN H 1013.11 1305.84 18 0.013 0.00 0.00 0.00 0 £LEtgNT NO 3 IS A REACN ' • ' U/5 OATA STATION INVEAT SECT N RA~IUS ANGLE ANG PT MAN H 3021.54 1105.BB 18 0.013 0.00 92.90 0.00 0 ELQIENT NO 4 IS A AEACH ~ • ' U/S DATA STATION INVERY SECT N RA~IUS ANGLE ANG PT MAN N 1024.95 1105.90 18 0.013 0.00 0.00 0.00 0 ELEHENT NO 5 IS A SYSTEM HEADWORKS ' ^/5 DATA STATION INVERi SECT W 5 ELEV 1029.95 1105.90 1B 0.00 NO EDIT ERRORS ENCOONTERED-COMP[TTATION IS NOW BEGINNING ~~ NARNING N0. 2"- WATER SURFACE ELEVATION GIVEN IS LE55 THAN OR EQOALS INVEAP ELEVATSON IN NDNKDS~ W.S.ELEV = INV ~ DC ~OLIC£NSEE: R.B.F. 6 0 oA550C. - SAN DIEGO FOS15P PAGE I WATE0. SURFACE PROFILE LISTING ASHVILLE: LATERAL A-2 EJAZ MOHAlP1AD, PE SSATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CFITICAL HGT/ 9ASE/ ZL NO AVBPR LLEV OF FLON ELEV HEAD GRD.EL. ELEV DEPSH ~IA IO N0. PIER L/ELEM 50 SF AVE NF NOPM DEPTH ZR a«a~~~~~~r~..~.a~.a~.~~«~:»~u..r.~...~..~««<:a«....u~~~ar~..»».......«.~aa~~~~uu.uu~u~«~u~~~r...««~...~«««<.« 3002.45 1105.]0 2.010 110"I.'190 3.8 2.15 0.0"12 110].862 0.00 O.145 1.50 0.00 0.00 0 0.00 10.66 0.00563 .0a1309 0.01 0.~30 0.00 101311 1105.84 1.964 130"I.B09 3.B 2.15 0.0~2 1109.8"!6 0.0~ 0.]45 1.50 0.00 0.00 0 0.00 8.93 0.000]5 .001309 0.01 O.190 0.00 1021.59 5105.80 1.945 110"I.825 3.8 2.15 0.0]2 110~.89] 0.00 0.'145 1.50 0.00 0.00 0 0.00 3.41 0.0058~ .001309 0.00 0."130 0.00 1024.95 1105.90 1.929 110].829 3.B 2.15 0.0"12 110'1.901 0.00 0.~95 I.50 0.00 0.00 0 O.OOm wSELE~ = I 107. 90 f C0,2~0• 07) = llo~ 9l L3 Page 1 of 1 it ~ 715LINEA.OUT WDATE: 9/ 9/2004 TIME: 12:2"I F0515P , PATER SNiFACE PROFILE - CHANNEL UEFINITION LISTING PAGE 1 CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y~1~ Y~2) Y13) Tld) Y(57 Y16~ T~]) TIB7 Y191 Y(10~ CODE NO TYPE PIERS FIDTH DIAMETER WIDTH ~ROP ~o ~a 4 ~ so CD 24 4 2.00 1 CD 30 9 2.50 CD 36 q 3.00 m L F 0 5 1 5 P PAGE NO 3 NATER SURFACE PROFILE - TITLE CARO LISTING I HEADING LINE NO 1 IS - ASHVILLE: LINE-A HEADING LINE NO 2 IS - ~ ESAZ MOHAIRIAD~ PE NEADING LINE NO 3 IS - m n F 0 5 1 5 P PAGE NO 2 ~ WATER SUIIFACE PROFILE - ELQfENT CARD LSSTING CLQIENT NO 1 IS A SYSTEH OUTLET ' • ' U/5 DATA STATION INVERT SECT W 5 ELEV 1000.00 1098.59 18 1100.39 ELEMENT NO 2 IS A REACH • • U/S MTA STATION INVERT SECT N HAUIUS ANGLE ANG PT MAN N 1020.03 1100.93 1B 0.013 0.00 0.00 0.00 0 ELEHENT NO 3 IS A REACH ` ' ' 11/5 DATA STATION INVERT SECS N FADIUS ANGLE ANG PT MAN H 1055.89 1305.21 18 0.013 0.00 91.30 0.00 0 ELEHENT NO 9 IS A REACH ` • ' U/S DATA STATION INVERT SECT N RMIUS ANGLE ANG PT MAN H 1114.8] 1105.50 18 0.013 0.00 0.00 0.00 0 ELEMEMf NO 5 IS A REACH ~ • U/5 DATA STATION INVE0.T SECT N PADI05 ANGLE ANG PT HAN H 1122.86 1105.54 1B 0.013 0.00 20.30 0.00 0 ELFlgNT NO 6 IS A REACN • ` ` U/5 OATA STATION INVERT SECT N RADI05 ANGLE ANG PT MAN H 3140.20 1105.fi3 IB 0.013 0.00 0.00 0.00 0 ELEMENT NO ] IS A JUNCTION ~ • ' • ` ' U/5 DATA STATION INVERT SER LAT-1 LA2-2 N Q3 Q4 INVERT-3 I NVERS-4 PHI 3 PHI 4 1194.61 1105.65 18 18 0 0.014 2.5 0.0 1105.65 0.00 30.00 0.00 ELQfENT NO 8 IS A REACN • ' ' U/5 DATA STATION INVERS SECT N PADIUS ANGLE PNG PT MAN H 1161.11 1305."i3 18 0.013 0.00 89.90 0.00 0 ELEMENT NO 9 IS A REACH ' ' ' U/S DATA STATION INVEAS SECT N PADIUS ANGLE ANG PT MAN H 1168.84 1105.]] 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 10 IS A JUNCTION ' ' ' ' ' ' ' U/5 ~ATA STATION INVERT SECT L AT4 LAT-Z N 43 QG INVCRT-3 INVERT-4 PHI 3 PHI 9 11R.68 1105.78 1B 18 0 0.013 3.8 0.0 1105.'1'1 0.00 43.fi0 0.00 EL~QENT NO 11 IS A REACN ' ' ` U/5 MTA STATION INVEAT SECT N AAOIUS ANGLE ANG PT MAN H 118'!.4'! 1105.86 IB 0.013 0.00 90.30 0.00 0pp a F 0 5 1 5 P PAGE NO 3 WATER 5lIitFACE PROFILE - ELEHENT CAR~ LISTING ELEMENT NO 12 IS A REACH ' ` ' U/5 UATA STATION INVERT SECT N RADI05 ANGLE ANG PT MAN H 118B.B9 1105.8"I 1B 0.013 0.00 0.00 0.00 0 ELEHE'NT NO 33 IS A SYSTEH HEPOWORICS ` ' U/S DATA STATION INVERT SECT F 5 ELEV 1198.89 1105.8'1 18 0.00 NO EDIT ERROAS ENCOUNTEAED-COMPVTATION IS NOW BEGI NNING •' iiARNING N0. 2• - WATER SURFACE ELEVATION GIVEN IS LE55 THAN OR EQUALS ' INVERT ELEVATION IN HDNK~S~ W.S.EL EV = INV ~ DC mLICENSEE: R.B.F. 6 iASSOC. - SAN OIEGO F0515P PAGE 1 NATER SURFACE PHOFILE LI STING ASHVILLE: LINE-A ESAZ MOHPMMAD~ PE STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HF.TD GRD.E6. ELEV DEPTH OIA IO NO. PI ER L/ELEM •u~....~a~ . 50 ....................r~.r..u.........a ....... SF AVE NF .....~...«......a NORM OEPTN uu..~...~u.u.u....... «~~r..k ..«... ZR ........ .uu~. 1000.00 1 098.59 0.522 1099.062 8.8 16.09 4.019 1103.081 0.00 1.148 1.50 0.00 0.00 0 0.00 ~~ L 4 D L Page 1 of 3 i~ ~ 715LINEA.OUT "1.86 0.11932 . 100992 OJ9 0.500 0.00 100].86 1099.48 0.529 1100.00] 8.8 15.~] 3.862 1103.869 0.00 1.148 1.50 0.00 0.00 0 0.00 ~ 12.1"1 0.11932 . 0920'!3 1.12 0.500 0.00 1020.03 1300.93 0.549 1101.4]9 8.8 15.OC 3.514 1109.993 0.00 1.148 1.50 0.00 0.00 0 0.00 0.29 0.11935 . 085812 0.02 0.500 0.00 ' 1020.32 1100.9fi 0.549 1101.513 8.8 15.02 3.502 1105.015 0.00 1.14B 1.50 0.00 0.00 0 0.00 'l.63 0.11935 . 080313 0.61 0.500 0.00 102].95 1101.8"I 0.569 1102.494 8.8 14.31 3.1'i9 1105.623 0.00 1.148 1.50 0.00 0.00 0 0.00 , 5.50 0.11935 . 0"I0438 0.39 0.500 ~.00 1033.45 1102.53 0.589 1103.121 8.0 13.64 2.890 1106.011 0.00 1.148 1.50 0.00 0.00 0 0.00 4.18 0.11935 .06180'! 0.26 0.500 0.00 , 103'l.63 1103.03 0.611 1103.642 8.8 13.02 2.631 1106.2'i3 0.00 1.148 1.50 0.00 0.00 0 0.00 3.34 0.11935 .059268 0.10 0.500 0.00 1040.9'I 1103.43 0.633 1104.Ofi2 8.8 12.41 2.392 1106A54 0.00 1198 1.50 0.00 0.00 0 0.00 ' 2.]1 0.11935 .04"1642 0.13 0.500 0.00 1043.68 1103.'/5 0.656 1104.E00 B.B 11.83 2.1'!2 1106.580 0.00 1.190 1.50 0.00 0.00 0 0.00 2.22 0.11935 .041869 0.09 0.500 0.00 3045.90 1104.02 0.681 1304.699 B B 11 28 1.9I6 1306 fii5 0.00 1.148 1.50 0 00 0.00 0 a 00 1 1.8"I 0.11935 .036815 0.0"! 0.500 0.00 104"!."!"I 1104.24 0.'!Ofi 1104.94~ 8.8 S0.'i6 1.~9~ 110fi.]44 0.00 1.148 1.50 0.00 0.00 0 0.00 1.5] 0.11935 .032382 0.05 0.500 0.00 mLICENSEE: -0 c R.B.F. 6 ASSOC. - S AN DIEGO FOS1 5P PAGE 2 ~ HATER SfIRFACE PROFILE LIS TING ASt rvILLE; LItiL-A ESA Z MOHPS]MP~, PE STATION INVERT DEPTH W.S. Q VEL VEL ENCRGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ~ ELEV OF PLOW ELEV HEAO GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM u~..a~~~~ 50 ~~~~~~~~~ .~~.u~~~ ~u~uuu~.« ««« u......r SF AVE .uu« HF »u.~~~~~~~ ~~u.. ....r...~ NOPH DEPSH :«.....~~~ u.~.~ aau«~~ ZR ~~~~~. .... .«~. 30q9.34 1104.A3 0."l33 1305.161 ' B.B 10.26 1.633 1106."l94 0.00 1.148 1.50 0.00 0.00 0 0.00 ' 1.32 0.11935 .028512 0.04 0.500 0.00 3050.66 1304.59 O.i61 1105.34~ B.B 9J8 1.485 130fi.832 0.00 1.148 1.50 0.00 0.00 0 0.00 1.13 0.11935 .025119 0.03 0.500 0.00 , 1053.'19 1104.'!2 0.~90 1305.510 8.8 9.32 1.349 1106.859 0.00 1.198 1.50 0.00 0.00 0 0.00 0.94 0.11935 .022140 0.02 0.500 0.00 3052.]3 110G.83 0.821 1105.654 B.B B.89 1.22'I 1106.881 0.00 1.148 1.50 0.00 0.00 0 0.00 , 0.80 0.11935 .019536 0.02 0.500 0.00 3053.53 1104.93 O.B53 1105.~01 B.8 8.9"I 1.114 1306.895 0.00 1.148 1.5~ 0.00 0.00 0 0.00 0.66 0.11935 .O1]254 0.01 0.500 0.00 , 1054.19 1105.01 0.88"1 1105.894 0.8 B.OB 1.014 1106.908 0.00 1.198 1.50 0.00 0.00 0 0.00 0.52 0.11935 .01526"I 0.01 0.500 0.00 1054J1 I105.0"I 0.924 1105.999 8.8 ~.~0 0.920 11~6.919 0.00 1.148 1.50 0.00 0.00 0 0.00 , 0.44 0.11935 .013529 0.01 0.500 0.00 3055.15 1105.12 0.962 1106.083 B.B ].35 0.838 1106.921 0.00 1.148 1.50 0.00 0.00 0 0.00 0.32 0.11935 .012005 0.00 0.500 0.00 3055.4'1 1105.16 1.003 1106.1fi3 B.8 ~.00 0."l61 1306.929 0.00 1.148 1.50 0.00 0.00 0 0.00 ' 0.24 0.11935 .010680 O.aO 0.500 0.00 3055.]1 1105.19 1.OC] 1106.235 B.B 6.68 0.692 1106.92] 0.00 1.148 1.50 0.00 0.00 0 0.00 0.13 0.11935 .009530 0.00 0.500 0.00 , 3055.04 1305.20 1.095 1106.299 8.8 fi.3"I 0.630 1106.929 0.00 1.148 1.50 0.00 0.00 0 0.00 OAS ~.11935 .OOB529 0.00 0.500 0.00 mLICENSEE: -0 o R.B.F. 6 ASSOC. - SAN DIEGO FOS 15P PAGE 3 WATCR SURFACE PROFILE LISTING ASNVILLE: LINE-A ' £SA2 HOHAM4lD~ PE ~ '7 !/ Page 2 of 3 , 715LINEA.OUT STATION INVERT ~EPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEA~I GAO.EL. ELEV ~EPTH DIA I~ N0. P IER L/ELEM •»«<.~~~~ 50 rr~.«..a u«««< ...u.««~ u~...«.. .u~.~.. SF AVE u~a.~~~ HF .~r.r...~. u.«« NOFM DEPTH u~~a..u«~....... «...u t~.~~.. ZR u.«~u u.. ~~• 1055.89 1105.21 1.148 1106.358 8.8 6.06 0.5]1 1306.929 0.00 1.148 1.50 0.00 0.00 0 0.00 1.89 0.00492 .00'I600 0.01 1.500 0.00 105~.'IB 1105.22 1.205 1106.424 B.B 5.]8 0.519 1106.993 0.00 1.148 1.50 0.00 0.00 0 0.00 8.'l2 0.00492 .OOfi958 0.06 1.500 0.00 1066.50 1105.26 1.2')0 1106.532 8.8 5.51 0.4]2 130'l.004 0.00 1.148 1.50 0.00 0.00 0 0.00 23.56 0.00492 .OOfi90] 0.15 1.500 0.00 1090.06 1105.30 1.348 110fi.'126 8.8 5.26 0.429 1101.155 0.00 1.148 I.50 0.00 0.00 0 0.00 24,81 0.00492 .OOfi122 0.15 1.500 0.00 1114.8'I 1105.50 1.399 110fi.099 B.B 5.13 0.400 110"1.30'1 0.00 1.198 1.50 0.00 0.00 0 0.00 '1.99 0.00501 .00606] 0.05 1.500 0.00 1122.86 1105.54 1.412 1106.952 B.B 5.30 0.409 1101.356 0.00 1.148 1.50 0.00 0.00 0 0.0~ I"1.34 0.00519 .006083 0.11 1.500 0.00 1140.20 1105.63 1.435 110'l.O65 B.B 5.06 0.39] 1101.4fi2 0.00 1.148 1.50 0.00 0.00 0 0.00 .NNCT STR 0.00453 .OOSfi23 0.02 0.00 1144.61 1105.65 1J]6 110'1.63fi 6.3 3.5] 0.19] 110'i.fi23 0.00 0.900 1.50 0.00 0.00 0 0.00 16.SO O.OO4B5 .00359] O.Ofi 1.0~0 0.00 1161.11 1105."!3 I."!95 110].525 6.3 3.5"I 0.19"/ 110].]22 0.00 0.9"!0 1.50 0.00 0.00 0 0.00 "!.'i3 0.0051'i .00359'I 0.03 1.050 0.00 1168.84 1105.]'1 1J82 1101.552 6.3 3.59 019~ 110"1949 0.00 0.9]0 1.50 0.00 0.00 0 0.00 JUNCT STR 0.00352 .002082 0.01 0.00 11'11.68 1105.~8 2.00~ 110"I."181 2.5 1.41 0.031 110"I.818 0.00 0.599 1.50 0.00 0.00 0 0.00 15.09 0.0050~ .000566 0.01 0.600 0.00 O~LICENSEE: aR.B.F. [ A SSOC. - S AN DIEGO FOS1 5P PAGE 4 WATER SNiFACE PROFILE LISTING ASHVILLE: LINE-A EJAZ HOHAt41AD~ PE STATION INVERT DEPTH W.S. Q VEL V¢L ENERGY SOPER CRITICAL HGT/ fiASO/ ZL NO AVBPR ELEV OF FLOW EGEV HEAD GRO.EL. ELEV DEPTH ~IA ID N0. PIER L/ELEM •~..~u~« 50 ~:~««« »»«« «.« ....... ........~. «a~.~.~ SF AVE ..~~~~« HF ««.u... ...~:.. u~a~~~~~ NORH DEPTH ~~.~~~.r........ .«tu~~ ZR .....: u..~ ~tt~• 118].4'i 1105.86 1.942 I10'I.802 2.5 1.41 0.031 110'1.B33 0.00 0.599 I.50 0.00 0.00 0 0.00 1.42 0.00]04 .000566 0.00 0.550 0.00 1188.89 1105.8] 1.933 110].803 2.5 1.41 0.031 110].834 0.00 0.599 1.50 0.00 0.00 0 O.OOW , ~ S ELEV - I ~ 07, g 3-~ CD. 2~~~, b 3) = I107. S¢ ' I , I ' ' ~ 7.~ C Page 3 of 3 1 ' m]DATE: 9/ 9/2009 TIME: 13:19 ~ ~ , , ~I L~ ~ , ~~ , , ' 1 ~ I 1 J ' 715LINEB.OUT FOS15P WATEF SURFACE PROFILE - CNANNEL UEFINITION LISTING PAGE 1 CAAD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y111 Y(21 Y13~ Y~4) Y~S~ Y(61 Y1~1 Y(B~ Y19) Y110) CODE NO TYPE PIERS WIOTH ~IAMETER WSDTN DROP CO 1B 4 I.50 CD 24 4 2.00 CD 30 4 2.50 CD 36 4 3.00 m c F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - NFADING LINE NO 2 IS - HEADING LINE NO 3 IS - o F 0 5 1 5 P ASNVILLE: LINE-B EJA2 MONAMMAD, PE PAGE NO 2 m 4 < WAYER SORFACE PROFILE - ELEHENT CARD LISTING EGEMENT NO 1 IS A SYSTEH OUTLET • U/5 UATA STATION INVERT SECT N S ELEV 1003.98 1098.Si SB 1099.59 ELEMENT NO 2 IS A REACN ' • ~ U/S DATA STATION INVERT SECT N RAUIUS ANGLE ANG PT HAN N 102~.19 110].33 18 0.013 0.00 0.00 0.00 0 ELFl1ENT NO 3 IS A REACH • • ` tl/5 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 1050.06 130"I.54 18 0.013 0.00 58.20 0.00 0 ELEMENT NO 4 IS A REACH • ' • U/5 DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 1091.39 310'l.91 1B 0.013 0.00 0.00 0.00 0 ELEMENT NO 5 IS A REACN ' ' ' 11/5 OATA STATION INVEAT SCCT N RADI115 ANGLE ANG PT MAIi H 1106.9] 1108.05 IB 0.013 0.00 40.10 0.00 0 ELEMENT NO 6 IS A REACH ' ` U/5 DATA STATION INVERS SECT N RADIUS PNGLE ANG PT HAN H 1120.04 1108.1"I 1B 0.013 0.00 0.00 0.00 0 OLQIENT NO "! IS A REACN • ` • O/5 UATA STATION INVEAT SECT N RADIDS ANGLE ANG YT MAN N 1135.83 1108.31 18 0.013 0.00 40.21 0.00 0 ELE!ffiNT NO 8 IS A REACH ' • • U/5 OATA STATION INVERT SECT N RAUIUS ANGLE ANG PT MAN H 1195.64 1308.85 18 0.013 0.00 0.00 0.00 0 ELFMENT NO 9 IS A SYSTEM HEADWOAtCS ' ' U/5 DATA STATION INVERT SECT N 5 ELEV 1195.fi9 1108.85 10 0.00 NO E~IS ERROR S ENCOUNTEREU-C0.MPUTATTON IS NON BEGI NNING •' WARNING N0 . 2"- WATER WRFACE ELEVATION G2VEN IS LE55 T HAN OA EQUALS INVE0.T ELEVATION IN HOWKDS ~ W.S.ELEV ~ INV t pC mLICENSEE: R,O.F. 6 ~DASSOC. - SAN OIEGO FOS15P PAGE 1 WATER SIIRFACE PROFILE LISTING ASHVILLE: LINE-B EJA2 MOWU41a-~ PE d STATION INVERT ~EPTH W. S. Q VEL OCL ENERGY SUPHR CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV UEPTH DIA IO N0. PIER L/ELEH a~i~~~~r~r 50 ~~~~~~~~~ ~~~~~~~~u u~~ ~~~~~~~ ~~~~~~~~~ ~u~ ~~~~ SF AVE ~~~u~~~ NF ~~~~~~u~u »~~~~ ~:~~~~~~~ NORM DEPTH ~~~u~~u~ ~~~~~u ~~~~uu~ 2R ~~~« ~~~~~ ~~~• 1003.98 3098.5] 0.20C 1098 .]]4 2.4 16. 60 9.313 1103.OB"i 0.00 0.586 1.50 0.00 0.00 0 0.00 6.35 0.39092 .316991 201 0.20~ 0.00 3010.33 1100.9] 0.209 1101 .1]6 2.9 lfi. l1 4.029 1105.205 0.00 O.SBfi 1.50 0.00 0.00 0 0.00 3.69 0.3"I]42 .2B02C] 1.03 0.200 0.00 101C.02 1102.36 0.215 1102 .5~5 2.4 15. 29 3.629 1106.204 0.00 0.586 I.50 0.00 0.00 0 0.00 2.43 0.3]]42 .244542 0.59 0.200 0.00 3016.95 1103.28 0.223 1103 .501 2.4 14. 63 3.325 1106.626 0.00 O.SB6 1.50 0.0~ 0.00 0 0.00 1.80 0.3]]42 .213661 0.38 0.200 0.00 3018.25 1303.96 0.230 1104 186 2.4 13 95 3.023 1101.209 0.00 O.SB6 1.50 0.00 0.00 0 0.00 1.39 0.3Ti42 .1Bfi995 016 0100 0.00 ~'1 ' 3019.64 1304.48 0.238 1104 ."I20 2.4 13. 26 2.~30 110].E50 0.00 0.586 1.50 0.00 0.00 0 0.00 1 Page 1 of 3 ~1 ! ~ ~ , , ' ~ ~ , , , ~ ~ ~ ' , 715LINEB.OUT 1.13 0.3]]92 1020.~1 1104.91 0.246 1105.152 0.92 0.3]"I42 1021.69 1105.26 0.254 1105.510 0.]B 0.3"1942 3022.4] 1105.55 0.263 1105.812 0.66 0.3]]42 1023.13 1105.90 0.2"12 1106.0'l1 0.5'I 0.3'i'192 1023.]0 1106.01 0.281 1306.295 0.50 0.3'I'l42 o R.B.F. 6 ASSOC. - SAN UIEGO ASHVILL£: LINE-B ESAZ HOHAI4IID~ PE STATION INVERT DEPTN N.S. ELEV OF FLOW ELEV L/ELEN 50 •~~~~~~~~~~~~~~~:::~~~~«u~~~~«<~«««~• 102E.20 110fi.]0 0.290 1106.A91 0.43 0.3t'142 1024.63 1106.36 0.300 1106.662 0.3"! 0.3]"iC2 3025.00 3106.50 0.310 1106.814 0.33 0.31'142 1025.33 1106.63 0.321 1106.940 0.28 0.3)~92 1025.61 1106.]3 0.332 110].06~ 0.26 0.3]]42 3025.8"I 1106.83 0.343 110"I.1]4 0.22 0.3~"142 1026.09 1106.91 0.355 130].269 0.19 0.3'I'142 3026.28 IlOfi.99 0.36"/ 110'I.355 0.1"! 0.3"!"!42 1026.45 110].OS 0.380 1101.432 0.15 0.3"1]42 1026.60 1301.11 0.393 110~.501 0.13 0.39~42 1026.]3 110].16 O.C06 110].564 0.12 0.3'1'142 4R.B.F. 6 ASSOC. - SAN DSE'GO ASHVILLE: LINE-B EJAZ MOHPlMA~r PE STATION INVERT DEPTN M.S. ELEV OF FLOW ELEV r «E.~a«: «:5~::.«..... «<.. ~«««... a• 1026.85 110].20 0.420 110"I.620 0.09 0.3]]42 1026.99 110].24 0.435 110"/.6'!1 O.OB 0.3]]92 302"i.02 110'1.2'l 0.450 110'i.]1] 0.0"! 0.3"!"!42 .162932 0.18 0.200 0.00 2.4 12.63 2.9]8 110'I.630 0.00 O.SB6 1.50 0.00 0.00 0 0.00 .142242 0.13 0.200 0.00 2.4 12.06 2.259 110)."i69 0.00 O.SB6 1.50 0.00 0.00 0 0.00 .124253 0.10 0.200 0.00 2.4 11.48 2.048 110"1.860 0.00 0.586 1.50 0.00 0.00 0 0.00 .308619 0.0"I 0.200 0.00 2.4 10.96 1.865 110].936 0.00 0.586 1.50 0.00 0.00 0 0.00 .099881 0.05 0.200 0.00 2.4 10.98 1.]O6 1108.001 0.00 0.586 1.50 0.00 0.00 0 0.00 .OB2822 0.04 0.200 0.00 mLICENSEE: FOS15P PAGE 2 WATER SORFACE PROFILE LISTING VEL VEL ENERGY SUPER CRITIGL HGT/ BASE/ ZL NO AVHPR HEAD GRO.£L. ELEV OEPTH DIA ID N0. PICR SF AVE HF NOPM ~EPTH ZR .....u«~............u~u..~u.~.......~.~a~~~~~~~.~«.....«~...~.~.«~u.......~~~. 2.4 9.96 1.590 1108.031 0.00 0.586 1.50 0.00 0.00 0 0.00 .0]2330 0.03 0.200 0.00 2.4 9.52 1.408 1108.0~0 0.00 0.566 1.50 0.40 0.00 0 0.00 .063204 0.02 0.200 0.00 2.< 9.06 1.2]4 1108.OBB 0.00 O.SB6 1.50 0.00 0.00 0 0.00 .055249 0.02 0.200 0.00 2.4 8.63 1.15"I 1308.305 0.00 0.586 1.50 0.00 0.00 0 0.00 .048319 0.01 0.200 0.00 2.4 8.25 1.056 1100.123 0.00 0.586 1.50 0.00 0.00 0 0.00 .04222"I 0.01 0.200 0.00 2.4 'I.et 0.961 1108.135 0.00 0.586 1.50 0.00 0.00 0 0.00 .~36911 0.01 0.200 0.00 2.4 "I.50 0.8'I3 1108.192 0.00 0.586 1.50 0.00 0.00 0 0.00 .0322"I9 0.01 0.200 0.00 2.4 ].14 0.'i92 1108.14] 0.00 O.SB6 1.50 0.00 0.00 0 0.00 .028232 0.00 0.200 0.00 2.i 6.82 0."l22 110B.159 0.00 O.SB6 1.50 0.00 0.00 0 0.00 .029]00 0.00 0.200 0.00 2.4 6.50 0.65~ 1108.158 0.00 0.586 1.50 0.00 0.00 0 0.00 .021595 0.00 0.200 O.Oa 2.4 6.20 0.59"/ 1108.161 0.00 O.SB6 1.50 0.00 0.00 0 0.00 .018882 0.00 0.200 0.00 mLILENSEE: FOSiSP PAGE 3 FATER SURFACE PROFILE LISTING VEL VEL ENERGY SOPER CRITICAL HGf/ BASE/ 2L NO AVBPR HEPD GRD.EL. ELEV DEPTN DIA IO N0. PIER ..~.t ..~a..~. .SF AVE. •~ u~ ....~F.... u ....a.. ...~~~~~ NORM•DEPTH. •~~~ ~~u~ .~~:.. ...«... ..~R.. « ..... ...: 2.4 5.91 0.543 1108.163 0.00 0.586 1.50 0.00 0.00 0 0.00 .016528 0.00 0.200 0.00 2.4 5.63 0.493 1108.169 0.00 O.SBfi 1.50 0.00 0.00 0 0.00 .0144~0 0.00 0.200 0.00 2.4 5.3"I 0.448 1100.165 0.00 0.586 1.50 0.00 0.00 0 0.00 .013668 0.00 0.200 0.00 ~ n -0 Page 2 of 3 ~ ~ ~ ' ~ ~ , ~ ~ ~ ~ ~ i ' ~ ~ ~ ~ ~ 715LINEB.OUT 102"I. 09 I10"1.29 0.466 110]. 958 0. 06 0.3'1'142 302]. 15 110~.31 0.982 110i. ]96 0. 04 0.3]"I42 302"l. 19 I10"i.33 0.500 I10"i. 830 22. 89 0.00918 1050. Ofi 1109.54 0.500 1108. 040 41. 13 0.00900 1091. 19 110].91 4.500 1108. 910 15. ]B O.OOBB] 1306. 9] 1108.05 0.500 1108. 550 13. 0] 0.00918 1120. 04 1108.1"I 0.500 1308. 6~0 15. ]9 O.OOBB] 1135 .83 1108.31 0.500 110B. B10 12 .80 0.00903 o R.B.F. 6 A SSOC. - SAN DIEGO ASH VILLE: LINE-B EJx2 MONArnAaD, PE STATION SNVCRT DEPTH W.S. Q £LEV OF FLOW ELEV L/ELEM 50 1140 .63 1108.43 0.500 llOB .926 30 .1'! 0.00903 11"l8 .80 1108."IO 0.508 1109 .206 10 .98 0.00903 1189 ."IB 1108.80 0.526 1109 .323 3 .19 0.00903 1193 .55 1108.83 0.595 1109 .3]6 1 .80 0.00903 1195 .35 110B.B5 0.564 1109 .411 0 .29 0.00903 1195 .6q 1100.85 0.586 1109 .436 2.4 5.12 0.901 1108.165 0.00 0.586 .011092 D.00 0.200 2.4 4.80 0.369 1108.1fi5 0.00 0.586 .009]19 0.00 0.200 2.4 9.65 0.336 1108.166 0.00 0.586 .009083 0.21 0.500 2.4 9.65 0.336 1108.3]6 0.00 0.586 .009083 0.3"! 0.500 2.4 4.65 0.336 1108,"l46 0.00 0.586 .009083 0.19 0.500 2.4 4.65 0.336 1108.886 0.00 0.58fi .0090B3 0.12 0.500 2.4 4.65 0.336 1109.OOfi 0.00 0.586 .009083 0.14 0.500 2.4 0.65 0.336 1109.14fi 0.00 O.SB6 .009083 0.12 0.500 FOS15P FlATLR SUREACE PROFILE LISSING i.sa o~.oo o.oo 0 0.00 0.00 i.so o.oo o.ao 0 0.00 0.00 i.so o.oo o.oo 0 o.oa 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0.00 0.00 0 0.00 0.00 1.50 0_00 0.00 0 0.00 0.00 i.sa o.oo o.oo 0 0.00 0.00 1.50 0.00 0.00 4 0.00 0.00 mLICENSEE: a PAGE 4 VEL VEL ENEAGY SUPER CAITICAL HGS/ BASE/ ZL NO AV6PR NEAD GRU.EL. CLEV DEPTH OIA ID NO. PIER SF AVE HF NORM DEPTN ZA 2.4 4.65 0.336 1309.262 0.00 0.506 1.50 0.00 0.00 0 0.00 .008008 0.2"I 0.500 0.00 2.4 4.55 0.322 1109.528 0.00 0.586 1.50 0.00 0.00 0 0.00 .009006 0.09 0.500 0.00 2,4 4.34 0.292 11a9.615 0.00 0.586 1.50 0.00 0.00 0 0.00 .00]018 0.03 0.500 0.00 2.4 4.14 0.266 1309.6i2 0.00 ~ 0.586 1.50 0.00 0.00 0 0.00 ,006152 0.01 0.500 0.00 2.4 3.95 0.242 1109.653 0.00 0.586 1.50 0.00 0.00 0 0.00 .005380 0.00 0.500 0.00 2.4 3."!5 0.218 1109.654 0.00 0.586 1.50 ~.00 0.00 0 O.OOm ws~~EV = ~ro9.65 + ~o z~(a-az~ = 1109.69 Z~l Page 3 of 3 , ~ , ~ ~ i , ~ i ~ , ~ ~ ~ ~ ~ ' ~ 1 ^ . . . CONSLJLTING PLANNING ^ DESIGN ^ CONSTRLICTION HOO.4']9.3806 • www.R9F.coM JOB SHEEf NO. _ CALCULATED BY CHECKED BY_ SCALE L~.~E - <} ~ „~~~~ r.-,.~ ~-~ ~,T~~.~c /~-s- Ol~ h1l~i-tlL~f~9..~ fn~1'CC`~1.,. 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Y ~ ~ § ~ R - . 4 ~ ^o z ~ ~ ~ ~ m x~ p ^' ~ ~g m ~6 ~~ 'R'~ R'" ~ ~ y > (~ i t; { y O y T A m ~ ~ m o m ~ ~^ c 1_ ~ 9 D r~- a 3 m y o a _ ~a ~ m N z -m1 O1 v R a : o , m = 5 ~ ~ z a ~. .. ~., ., e~ a ~ e.. s o Y m o ^ c ~' s~ > G~ n c c; c s a G a ~ ~ ~ x ' > ~ ~ PRELIMINARY ~ ~~~ a N E ~q~=~ ~ ~~~~8 ~ 4 w~~&" s h~vy~ ~9~~~ z ea~~~ ~ 4~~~~ m~W~~ Q &.~' 5~~~ ~R~ ~~$~ ~~ a v' m\m ~ . ~ gp . ~s = ~ °s ~ q~QVypz ~~ €"4~=R F~~=u ~~ ~'p ~~R~ ~g :YE~i '~~ =~d F~rBE~ g ~ ~e 2 ~~~b' 70 ~~€€a ~d~~ R~ ~ $~~-' $ ~q .gq ~~~~ ~,~~ ~~~ r~.~^ ~~ ~ ~ ~~a$~ €. q.~o~~ ~~~~ ~~ ~_ ~e~ aR ~~gs €-F ,~~ %~~~~ ~ ~ h = ~~?__~ ~~ s ~~S ~§~x g ~'~ ~ax~ ~~~ ¢~a~ ~~~ ~~g a~gs ~~ ; o m :~~g ~~ ~~~q~ ~?-~ ~ ~R ~€~' ,p~ ~g" s~' i'~ ~ ~ ° ~ ~ y ~g_~~ ~q ~~~a~~ ~s~x ~~ m >8' S'q ~ ~8 p ~ ~ c~b 4. 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