The URL can be used to link to this page

33597 (3).�35 G � imuNUir 0s- .�35 G � ®a I M ■ ■ 1,..W E F71j. I e oloo i8ts • 4 LANDMARK A DBEWOEISBE-Compa-hy May 27, 2005 Mr.. Jerry Green .RT. Hughes Co. LLC 79400*1 Aven ue .7 4 Suite 200 La Quinta, .CA 92253 Geatechnical. Investigation Proposed Coral Mountain. Estates. SWC of Avenue 60 and Madison Street La. Quinta. California LCI Report No. LP05098 Dear Mt.. Green: 78O.N. 41h Street El Centro; CA '92243 (7661 370300-a (760) 3314900 lax 77-948 Wildcat'Drivz Palm Desert, CA 92211 (760) 36M6§5 (780) 360-0521 fax This gpotechnical report is provided for design and. construction of the proposed..CorAI.Mbu g. ..ntai.n Estates residential development located near the southwestco niex of Avenue 60 anal Madison Street south of La Quinta, California. Our geptechnical investigation. was conducted in response to your request for our services. The enclosed report describes. our -sod engineering investigation :and presents our professional opinions. regarding geotechnicAl conditions- at the site to be considered in. the design and construction of the project.. The findings of this study indicate the site is underlain by interbedded silty :sands and sand y silts. The subsurface: soil§are medium dense to dense in nature. Groundwater was not encountered in the borings during the time of field exploration. Elevate'd'sulfate-zrid Chloride- levels were not encountered in.the.sdil -sarnples, tested for this study. However the sod is severely corro i e'to metal. Wexecommefida minimum of 2 500 psi.wncretO of- I . ._..s1Y Type JlPoitla.nd Cement with a maxirriuzn water/cernent ratio of 0,60.(by weight) should be used for concrete. placed in contact with native soils of this. project, 'W& did not encounter soil conditions that would preclude implementation of the proposed project provided the recommendations contained in this report are implemented in the design and construction of this project. Our findings, recommendations, and application options are related only through reading thefuffreport, and are best evaluated with the active participation.:of the engineer of record who developed them. • ii • Proposed C&MMOuntaiji Estates — La QLiinta, CA LCJ Report No.,LPQ5098. We. appreciate the opportunity to provide our findings and professional. opinions . regarding . geotechni(al conditions at the site. If you have any questions or comments regarding rig our findings-, please call our office at (760) 360=0665. Respectfully Submitted; LandmarkC.onsultants, I .11c. JKeliy T. Nordmeyer. Staff Geologist 'C ai andia,. PE I g Gre - C , . Pnfipal . neer -Distribution: Client (4) 0. No. C 344;32 EXPIRES 09-30-05 hafiiqu"l Alam Staff Engineer 4 TABLE OF CONTENTS } ................................... .................................................. unTRODt/C//c�� ................................................. ............... l] ..___._~,.__`____..,_.___ 1.2 and Scope ofl�/ozk—,-.----.—_—..._ 1.3 ..~ ......................................... ............... Section2 .............. . ........... ........... .._,............................. _—.'_ METHODS OF INVESTIGATION ........................................ 2L1 Field Exploration ........................................................... 2.2 Laboratory Testing .--^.— ............. Section3 ...................... ................... .......................................... DISCUSSION............................................................... ...... �'l Site - ......................................................... 3.2 Geoiggip Setting --,......................................... ...... 13 Seismicity 4qd. F aulting .................................. ............ 4 8ite. Acceleration. AodC8C Seismic Coefficients ..... 3-5 Subsurf4ce -Soil ................................................ ,-_— 3.6 -..`-. ... -............................................... 3.7 Hydroconsolidation, ....................................... ._,........ 3.8 Soil. Infiltration. Rate —^ ..................... ....................... SoctiVo4..................... ^- .............................. ,........................... -.E~~^~�,^��.^~^~^~^`^^-_^--'--_------'�--^.�- 4.1 ` ......... ' ..................... ............................ ^4.2 -Senleolco1u ...................................... 43 ....................................... �_'__^_..... 4/4 Concrete Mixes and Corrosivity _____~_____ 45 Excavations ........ ............................................ ............. 4`6. LaTeralEarth Pressures ............................................. 4.7 .......................... 4,8 Pavements ................................................ ._____ Section.5 ..................... ........................................ —.--'------ L IMITATIONS A_-- ............. 5.} .^--.---.---'~---'----'—'—� Page ...................................................... —^'—^^~ .................... .................. l ^^^^-----'^'—^^—'-^^^^--'} --~'`^`' ........................................... l .......... .----.......^...^`.—_-'.. 2 .......................... .-_.—..~..3 ............................. ........................ 3 ......................................................... 3 ................................................. 4 ....^^'...~...... ...^`^^'`.......'........^^'5 ---^................. ........................... 5 ..'��...''5 ...^..............'...........~'~`..'......^`'..'5 � ............................... 6 ^^^''---''.-'~--........—..7 ............................................. . ....... -8 ..................................................... 8, --............... ..... ............ ............... 8 ................. —`--..----.---.-9 ..^.,�._°.~-----',—...... ...... }� .................... 1; ............................................. 10 —'�—............. ^^^^'`^--`^ ......... }2 ................. ................................. ..l3 '—'..-..---- .............................. - ................................................. l5 ^^^'`^—^^"--'—`'---'--^`}5 .................. ....................... ........ l6 ......................... .—.—^-.—.^-.i6 -'---.—..—.`.......---.,.-18 ..................................................... 18 —...--.---.----.---...—.}8. `n ................................. '-'...................................................................... /r APPENDIX A: Vicinity and Site Maps APPENDIX B: Subsurface Soil. Logs and Soil Key APPENDIX C, Laboratory Test Results APPENDIXD: Summary ofhfltrafmo Testing -APPENDIX E: References. C • L 16.1 Proposed .Coral Mountain,:Estates — La QUinta. CA LCI Report No LP-05098 Collapse potential -test indicated a slight risk of collapse u ori .inundation -indicating at the ' project site. Therefore, building foundations are not required to include provisions for mitigating the, bydroconsolidati,on caused by soil - saturation from landscape irrigation or broken utility lines. 3.8 Soil Infiltration Rate Alotal of.two (2) infiltration tests were conducted on May '24,2005.at the prdpo, .... sed JoQati on f6t.the ,stormwater-retention basin as shown on the Site and Exploration Plan.(Plate A-2). The tests were .performed: usijag.pipes inside 6 -inch diameterhand auger-boreholes Made.to, depths of approximately 3 -feet below the 6,.xist4n 1,ggrd:und. surface, corresponding to the anticipated bottom depth of the stormwater retention- basin. The pipes were res a dand p o . ke . fil led "ith water and-successive readings w of dtop.in water levels were -.made for atotal elapsed time of 360-miautes, until A stabilization drop was recorded. A soil in.filtration rate. of 3-75, gallons per hour per square foot of bottom area 'may be used for infiltration design. An oil/water separator should hedn$talled at inlets to the s tormwater retention basin to prevent sealing of the basin bottom with silt and :oil residues. We recommend additional testing should be performed after the -completion of rough grading operations, to verify the soil infiltiation -rate. Landmark Consultants, Inc.- Page 9 0 I r r ANENUE 60 I RCP ,cr� 36" RCP - 460- i ► 100 YR WS ELEV.= 459 +7 =466 BOTTOM OF BASIN =459.0 t+ V4.3 AC -FT rc t .izi i 6 ?4i fit --459 - PROPOSED RETENTION BASIN { F? Ilk PIFF 4� ♦ � � 1. 36" RCP 7 W cn -M i t O Z 60' 0 60' SCALE 1 " =60' FIGURE 1 PROPOSED RETENTION BASIN TRACT N0. 33597 CITY OF LA QUINTA App.endl*x �C STREET CAPACITV INVESTIGATIONS 78.900 Avenue 47 M O R S E Sege 208 . Lo Quinlai CA 92253 Voice: 760- 771 -4013 S C H U L 1 Z FAX: 760. 7714073 PLANNERS ENGINEERS SURVEYORS TYPICAL STREET SECTION R/W R/W 10' 33' RIGHT OF WAY 10' RUE 16.51 I 16.5 RUE MI N 27. g1� �G r 5 2 O T\ 9� ES 99� F 9• S MN 33' INTERIOR STREET - TYPICAL SECTION (PRIVATE STREET) NTS 7e.900 A.... 47 . MO ESE 5.11.708 1. G.W., CA 97757 5 c n u E r z v.tm: 7ao•nt•aou FAX: Tao -meson PLANNERS ENGINEERS SURVEYORS I: \73500 \HYDRO \ST— CAP.dwg 2/04/08 ------------------------------------------------------------ ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS -------------------------------------- (c) Copyright 1983 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** • TRACT 33597 • STREET CAPACITY, 33' TC TO TC • S= 0.0060 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 1'5:32 12/17/2007 --------------------------------------------------------------------------'-- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 10.00 2 2.00 9.67 3 2.33 9.75 4 11.50 9.93 5 16.50 10.03 SUBCHANNEL SLOPE(FEET /FEET) = 0.006000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 ............................................ ............................... SUBCHANNEL FLOW(CFS) = 4.1 SUBCHANNEL FLOW AREA(SQUARE FEET) = 2.02 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 2.010 SUBCHANNEL FROUDE NUMBER = 0.966 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 15.00 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.13 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 16.50 10.03 2 21.50 9.93 3 30.67 9.75 4 31.00 9.67 5 33.00 10.00 SUBCHANNEL SLOPE(FEET /FEET) = 0.006000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 • SUBCHANNEL FLOW( CFS)....... 4. 1.... ... " ........................... SUBCHANNEL FLOW AREA(SQUARE FEET) = 2.02 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 2.010 SUBCHANNEL FROUDE NUMBER = 0.966 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 15.00 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.13 • ---------------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 8.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 8.10 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 10.00 NOTE: WATER SURFACE IS ABOVE LEFT OR RIGHT BANK ELEVATIONS. n • ---------- - - - - -- - - - - - -- ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS -------------------------------------------------- (c) Copyright 1983 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * TRACT 33597 * STREET CAPACITY, 33' TC TO TC * S= 0.0160 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 15:35 12/17/2007 ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 10.00 2 2.00 9.67 3 2.33 9.75 4 11.50 9.93 5 16.50 10.03 SUBCHANNEL SLOPE(FEET /FEET) = 0.016000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 ............................................. ............................... SUBCHANNEL FLOW(CFS) = 6.6 SUBCHANNEL FLOW AREA(SQUARE FEET) = 2.02 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 3.282 SUBCHANNEL FROUDE NUMBER = 1.578 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 15.00 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.13 ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 16.50 10.03 2 21.50 9.93 3 30.67 9.75 4 31.00 9.67 5 33.00 10.00 SUBCHANNEL SLOPE(FEET /FEET) = 0.016000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 • ......... SUBCHANNEL FLOW(CFS). ....... 6. 6 .... ............................... SUBCHANNEL FLOW AREA(SQUARE FEET) _ 2.02 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 3.282 SUBCHANNEL FROUDE NUMBER = 1.578 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 15.00 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.13 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 12.50 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 13.23 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 10.00 NOTE: WATER SURFACE IS ABOVE LEFT OR RIGHT BANK ELEVATIONS. i ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS ---------------------------------------------- (c) Copyright 1983 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** • TRACT 33597 • STREET CAPACITY W/ 1 CLEAR TRAFIC LANE • 5= 0.0060 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 15:21 12/17/2007 ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 10.00 2 2.00 9.67 3 2.33 9.75 4 11.50 9.93 5 16.50 10.03 SUBCHANNEL SLOPE(FEET /FEET) = 0.006000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 ............................................. ............................... SUBCHANNEL FLOW(CFS) = 1.8 SUBCHANNEL FLOW AREA(SQUARE FEET) = 1.10 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 1.645 SUBCHANNEL FROUDE NUMBER = 0.919 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 11.08 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.10 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 16.50 10.03 2 21.50 9.93 3 30.67 9.75 4 31.00 9.67 5 33.00 10.00 SUBCHANNEL SLOPE(FEET /FEET) = 0.006000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 16, ........ SUBCHANNEL FLOW( CFS).- .......1.8 ..... I .. ....................... SUBCHANNEL FLOW AREA(SQUARE FEET) = 1.10 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) _ 1.645 SUBCHANNEL FROUDE NUMBER = 0.919 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 11:08 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.10 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 3.40 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 3.63 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 9.93 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. 4 • ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS ------------------------------------------------ ------ (c) Copyright 1983 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * TRACT 33597 * STREET CAPACITY W/ 1 CLEAR TRAFIC * 5= 0.0160 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 15:26 12/17/2007 ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 10.00 2 2.00 9.67 3 2.33 9.75 4 11.50 9.93 5 16.50 10.03 SUBCHANNEL SLOPE(FEET /FEET) = 0.016000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 ............................................. ............................... SUBCHANNEL FLOW(CFS) = 3.0 SUBCHANNEL FLOW AREA(SQUARE FEET) = 1.10 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 2.687 SUBCHANNEL FROUDE NUMBER = 1.500 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 11.08 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.10 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 16.50 10.03 2 21.50 9.93 3 30.67 9.75 4 31.00 9.67 5 33.00 10.00 SUBCHANNEL SLOPE(FEET /FEET) = 0.016000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 ............................................. ............................... SUBCHANNEL FLOW(CFS) = 3.0 SUBCHANNEL FLOW AREA(SQUARE FEET) = 1.10 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 2:687 SUBCHANNEL FROUDE NUMBER = 1.500 1 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 11.08 • SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.10 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 5.80 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 5.93 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 9.93 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. 4 R/W TYPICAL STREET SECTION I R/W 1. 30' 30' 12' 18' 18' 12' 12% I 1g �G 2% FS �- �0 g� 9- � FS 6 \00 A VENUE 60 - TYPICAL SECTION (LOCAL STREET PER LO STD. 151) WS X02 r 9S0 ¢ FS FS 70.90011venue 47 . Al o s s E tit. 708 tit. CA 93753 5 C M 0 L 1 Z Yaim: 760.771.4013 IM: 760.771 -0077 P TANNERS ENGINEERS SURVEYORS I: \73500 \HYDRO \ST— CAP.dwg 2/04/08 • RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS ----------------------------------------------- - - - - -- (c) Copyright 1983 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** • TRACT 33597 • STREET CAPACITY, 36' TC TO TC, AVENUE 60 • S= 0.0125 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 09:58 02/04/2008 ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 10.24 2 12.00 10.00 3 12.13 9.50 4 14.00 9.67 5 14.01 9.70 6 30.00 10.02 SUBCHANNEL SLOPE(FEET /FEET) = 0.012500 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 ............................................. ............................... SUBCHANNEL FLOW(CFS) = 10.6 SUBCHANNEL FLOW AREA(SQUARE FEET) = 3.06 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 3.474 SUBCHANNEL FROUDE NUMBER = 1.443 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 17.00 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.18 ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 2 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 30.00 10.02 2 46.00 9.70 3 46.01 9.67 4 47.87 9.50 5 48.00 10.00 6 60.00 10.24 - SUBCHANNEL SLOPE(FEET /FEET) = 0.012500 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.015000 ............................................. ............................... SUBCHANNEL FLOW(CFS) = 10.6 SUBCHANNEL FLOW AREA(SQUARE FEET) = 3.06 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 3.472 • SUBCHANNEL FROUDE NUMBER = 1.443 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 17.00 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.18 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 20.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 21.25 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 10.00 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. G I: \73500 \HYDRO \ST— CAP.dwg 2/04/08 TYPICAL STREET SECTION RIW I 103' R�W 55' 48' 12' 43' 36' 12' 2q 0 10 �0 5 10 F 1 FS r % 2 %� _2% , 4� - 9• 0 FS 96¢ L /,o MADISON ST. - TYPICAL SECTION STA. 62 +00 NTS 78 -900 Avenue 47 ASE SO. 208 Ic Qunlo, CA 922S0 u L 7 2 votm:760.771.4013 4E...NEE'IRS Paz: Teo -m -0on PLANNE SURVEYORS I: \73500 \HYDRO \ST— CAP.dwg 2/04/08 --------- - - - - -- ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS ------------------------------------------------ - - ---- (c) Copyright 1983 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License. ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** • TRACT 33597 • STREET CAPACITY, 79' TC TO TC, MADISON STREET • 5= 0.0250 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TIME /DATE OF STUDY: 10:14 02/04/2008 ---------------------------------------------------------------------------- * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE 1 0.00 10.24 2 12.00 10.00 3 12.13 9.33 4 14.00 9.50 5 14.01 9.53 6 55.00 10.35 SUBCHANNEL SLOPE(FEET /FEET) = 0.025000 SUBCHANNEL MANNINGS FRICTION FACTOR = 0.010000 ............................................. ............................... SUBCHANNEL FLOW(CFS) = 63.0 SUBCHANNEL FLOW AREA(SQUARE FEET) = 6.66 SUBCHANNEL FLOW VELOCITY(FEET /SEC.) = 9.458 SUBCHANNEL FROUDE NUMBER = 3.261 SUBCHANNEL FLOW TOP- WIDTH(FEET) = 25.51 SUBCHANNEL HYDRAULIC DEPTH(FEET) = 0.26 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 60.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 63.03 ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION ............................. 10.00 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. App,endl*.x CATCH BASIN SIZE CALCULATIONS T, 78.900 Avenue 47 . M O R S E Suite 208 Le Guintu, G4 92253 • S C X U t T i Voice: 760.771 -4013 FA7(: 760.771.4073 PLANNERS ENGINEERS SURVEYORS to r O z 160' 0 160' SCALE 1" =160' CATCH BASIN INDEX MAP TRACT NO. 33597 CITY OF LA QUINTA I: \73500 \HYDR0\CB— INDEX.dwg 2/11/08 Catch Basin Calculations Summary Tract No. 33597 CB# . GB' Type Q100 (Cfs) 'Wrequited {ft) wprovided (ft) Qintercepted -side opening 'cfs I Qintercepted- grating, (Cfs) QFLOWBY (cfs) QFLOWBY To CB # 1 FB 3.3 9.63 7.0 2.7 0.6 2 FB 3.3 9.63 7.0 2.7 0.6 3 FB 2.7 8.12 7.0 2.5 0.2 4 FB 2.7 8.12 7.0 2.5 0.2 5 FB 4.6 15.72 10.0 3.4 1.2 6 FB 2.7 10.67 7.00 2.0 0.7 7 FB 10.1 23.31 10.0 5.9 - 4.2 20 8 SUMP 9.1 4.20 7.0 9.1 - 9 FB 1.5 7.36 7.0 1.5 - 10 FB 4.2 14.86 10.0 3.2 1.0 11 FB 3.0 9.02 7.0 2.6 0.4 12 FB 3.0 9.02 7.0 2.6 0.4 13 FB 4.7 14.13 10.0 3.8 0.9 14 FB 6.6 18.20 14.0 5.7 0.9 15 FB 3.7 10.20 7.0 3.0 0.7 16 FB 1.1 4.35 7.0 1.1 - 17 FB 3.0 9.02 7.0 2.6 0.4 18 FB 2.0 6.83 7.0 2.0 - 19 FB 8.4 21.38 21.0 8.4 - 20 FB 2.5 +4.2 =6.7 17.05 7.0 3.7 - 3.0 Madison St. Inlet #1 SUMP 4.3 24 "x24" 4.3 Inlet #2 SUMP 6.2 24 "x24" 6.2 Inlet #3 SUMP 4.3 24 1x24" 4.3 C: \WSPG1 \33597 \Catch Basin Summary.doc 2/11/2008 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:53 12/16/2007 ---------------------------------------------------- Problem Descriptions: TRACT 33597 CB #1 Q100 = 3.3 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION <<<< ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 3.30 16 GUTTER FLOWDEPTH ( FEET) = 0 . 3 6 S� NEXT P�af, BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.96 0.48 1.00 0.50 1.50 0.73 2.00 0.96 2.50 1.19 3.00 1.42 3.50 1.62 4.00 1.80 4.50 1.98 5.00 2.15 5.50 2.32 6.00 2.46 6.50 7.00 // 2.72 USE W = 7 7.50 4 p _ 3 - 2 �70 8.50 3.06 A d%�N� 9.00 3.17 9.50 3.27 9.63 3.30 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering-Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net TIME /DATE OF STUDY: 09:09 12/16/2007 - ---------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #1 Q100 = 3.3 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET = 12.42 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.95 PRODUCT OF DEPTH &VELOCITY = 0.71 1 • CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 3.30 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET = 12.42 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.95 PRODUCT OF DEPTH &VELOCITY = 0.71 1 • ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:54 12/16/2007 ----------------------------------------------------- Problem Descriptions: TRACT 33597 CB #2 Q100 = 3.3 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION <<<< ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) FS ) = 3 . 3 0 66 A/6xT a GUTTER FLOWDEPTH (FEET ) = 0 . 3 6 `�G r, BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.96 0.48 1.00 0.50 1.50 0.73 2.00 0.96 2.50 1.19 3.00 1.42 3.50 1.62 4.00 1.80 4.50 1.98 5.00 2.15 5.50 2.32 6.00 2.46 6.50 / 7.00 �.72- 2(1S�i W 7 7.50 8.00 2.95 ' 3 . 3 -' `2 0,6 � � " -T7 8..50 3.06 - ,0 9.00 3.17 9.50 3.27 9.63 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 3.30 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:09 12/16/2007 -------------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #2 Q100 = 3.3 CFS >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- • CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 3.30 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS --------------- - - -- STREET FLOW MODEL RESULTS: ----------------------- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 12.42 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.95 PRODUCT OF DEPTH &VELOCITY = 0.71 • ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS _ I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License-ID-1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:54 12/16/2007 ------------------------------------------------- Problem Descriptions: TRACT 33597 CB #3 Q100 = 2.7 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION <<<< ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 2.70 T n G GUTTER FLOWDEPTH (FEET) = .35 ��fi NtX 1 rr, BASIN LOCAL DEPRESSION(FEE 0 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.81 0.39 1.00 0.47 1.50 0.70 2.00 0.92 2.50 1.14 3.00 1.34 3.50 1.51 4.00 1.68 4.50 1.84 5.00 1.99 5.50 2.12 6.00 2.24 6 . 5 0 /� / I �%7G A 7.00 2;47 7.50 8.00 2.68 • . � a/� 8.12 2.70 I� • • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License.ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine,'CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:14 12/16/2007 ------------------------------------ Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #3 Q100 = 2.7 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >>>>STREETFLOW MODEL INPUT INFORMATION <<<< --------------------------------------------------------------------=- - - - - -- STREET FLOW MODEL RESULTS: ------------ - - - - -- - ---------------------------------------- STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET = 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.83 PRODUCT OF DEPTH &VELOCITY = 0.63 • CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 2.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 1i OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: ------------ - - - - -- - ---------------------------------------- STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET = 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.83 PRODUCT OF DEPTH &VELOCITY = 0.63 • ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:55 12/16/2007 ---------------------------------------------- Problem Descriptions: TRACT 33597 CB ##4 Q100 = 2.7 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW (CFS) = 2.70 /!t BASIN R LOCAL P DEPRESSION(FEE0.35 0 33 N��l ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.81 0.39 1.00 0.47 1.50 0.70 2.00 0.92 2.50 1.14 3.00 1.34 3.50 1.51 4.00 1.68 4.50 1.84 5.00 1.99 5.50 2.12 6.00 2.24 7.00 2.47 7.50 7 8.00 2.68 ' /` Z•7 - 2, 7 - 0 PFC • s !� N'= L �'+ 7 8.12 2.70 `� 4 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:14 12/16/2007 ------------------------------------------------- - ----- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #4 Q100 = 2.7 CPS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CPS) = 2.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 '} OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------- STREET FLOW MODEL RESULTS: ------------ - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = - - 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.83 PRODUCT OF DEPTH &VELOCITY = 0.63 • 1 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 13:50 12/17/2007 ------------------------------------------ Problem Descriptions: TRACT 33597 CB #5 Q100 = 4.6 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 4.60 • GUTTER FLOWDEPTH (FEET) = 0 . 31 SEE Ni5X7- IPf}ErE BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.57 0.64 2.00 0.81 2.50 1.01 3.00 1.20 3.50 1.39 4.00 1.58 4.50 1.77 5.00 1.96 5.50 2.15 6.00 2.30 6.50 2.45 7.00 2.60 7.50 2.75 8.00 2.90 8.50 3.04 9.00 3.18 USE W - /0 10.00 3.43 10.50 3"'S4 11.00 _ 3.65 11.50 3.75 12.00 3.86 12.50 3.96 13.00 • 4.07 13.50 4.17 14.00 4.27 14.50 4.36 15.00 4.46 15.50 4.56 15.72 4.60 [,I • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269. Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 13:48 12/17/2007 ---------------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #5 Q100 = 4.6 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET /FEET) = 0.036900 CONSTANT STREET FLOW(CFS) = 4.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE INTERIOR �. OUTSIDE CONSTANT CONSTANT CONSTANT CONSTANT FLOW ASS1 • FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 STREET CROSSFALL(DECIMAL) = 0.020000 STREET CROSSFALL(DECIMAL) = 0.020000 SYMMETRICAL CURB HEIGHT(FEET) = 0.50 SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 JMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: -------------------------------------------------------------------- STREET FLOW DEPTA(FEET) = 0.3 HALFSTREET FLOOD WIDTH(FEET 9.70 AVERAGE FLOW VELOCITY(FEET /SEC.) = 4.22 PRODUCT OF DEPTH &VELOCITY = 1.31 • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 13:52 12/17/2007 ---------------------------------------------------- Problem Descriptions: TRACT 33597 CB #6 Q100 = 2.7 CFS >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins GUTTER FFOLOWDEPTH(FEET) 70 0.27 J � NO(T rX, BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.07 0.37 1.50 0.51 2.00 0.68 2.50 0.84 3.00 1.00 3.50 1.16 4.00 1.31 4.50 1.45 5.00 1.57 5.50 1.70 6.00 1.82 7' 7.00 2.04 W 7.50 8.00 2.23 7 -7 a�a Q /�pA •) = 2, ! - 2-. 0 Q, 8.50 2.32 _ G�1�� /v� / '' J 9.00 2.41 9.50 2.50 10.00 2.59 10.50 2.67 10.67 2.70 • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net TIME /DATE OF STUDY: 13:49 12/17/2007 -------------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #6 Q100 = 2.7 CFS >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- CONSTANT STREET GRADE(FEET /FEET) = 0.036900 CONSTANT STREET FLOW(CFS) = 2.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: -------- - - - - P.2; ---------------------------------------- STREET FLOW DEPTH(FEET) = HALFSTREET FLOOD WIDTH(FEE7.89 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.51 PRODUCT OF DEPTH &VELOCITY = 0.96 • • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 ii Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:35 02/06/2008 ----------------------------------------------------- Problem Descriptions: TRACT 33597 CB #7 Q100 = 10.1 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 10.10 r PA GUTTER FLOWDEPTH(FEET) = 0.45 BASIN LOCAL DEPRESSION(FEET7-= 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.33 1.56 2.50 1.67 3.00 1.98 3.50 2.29 4.00 2.60 4.50 2.90 5.00 3.20 5.50 3.50 6.00 3.80 6.50 4.10 7.00 4.40 7.50 4.66 8.00 4.92 8.50 5.16 9.00 5.40 / 10.00 5 86 USE A � /Q 10.50 : 11.00 aFy 11.50 6.54 • a �awB 12.00 12.50 13.00 13.50 14.00 14.50 15.00 C8 =. # W 6.76 6.97 7.18 7.37 7.57 7.74 7.91 -to 15.50 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50 20.00 20.50 21.00 21.50 22.00 22.50 23.00 23.31 4 8.08 8.23 8.39 8.54 8.68 8.83 8.96 9.10 9.23 9.35 9.47 9.59 9.71 9.82 9.93 10.04 10.10 • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:32 02/06/2008 ----------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #7 Q100 = 10.1 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- CONSTANT STREET GRADE(FEET /FEET) = 0.012500 CONSTANT STREET FLOW(CFS) = 10.10 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS --------------- - -- STREET FLOW MODEL RESULTS: ----------------------------------------- STREET FLOW DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET 16.50 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.52 PRODUCT OF DEPTH &VELOCITY = 1.57 • ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:51 12/16/2007 ------------------------------ Problem Descriptions: TRACT 33597 CB #8 Q100 = 9.1 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>SUMP TYPE BASIN INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 9.10 BASIN OPENING(FEET) = 0.70 DEPTH OF WATER(FEET) = 0.83 >> >>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.20 US5 W = 7 .'. 7 0 -1-?�L- 7ff cc-P IV OX U96D . • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:59 12/16/2007 Problem Descriptions: TRACT 33597 CB #9 Q100 = 1.5 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1.50 GG p� �/ nr GUTTER FLOWDEPTH (FEET) = 0 . 22 SW / v-A T PM6 BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.74 0.20 1.00 0.27 1.50 0.40 2.00 0.52 2.50 0.65 3.00 0.76 3.50 0.87 4.00 0.97 4.50 1.06 5.00 1.15 5.50 1.22 6.00 1.30 6.50 1.38 7.00 1.45 7.36 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1.50 US6 W= 7 a �. -m-r-AL - -FppC -aN orcv►2� ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net TIME /DATE OF STUDY: 09:30 12/16/2007 ------- - - - - -- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #9 Q100 = 1.5 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: ----------------- - - - - CD STREET FLOW DEPTH(FEET) = HALFSTREET FLOOD WIDTH(FEET) = 5.06 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.71 PRODUCT OF DEPTH &VELOCITY = 0.81 • CONSTANT STREET GRADE(FEET /FEET) = 0.035600 CONSTANT STREET FLOW(CFS) = 1.50 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 26.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: ----------------- - - - - CD STREET FLOW DEPTH(FEET) = HALFSTREET FLOOD WIDTH(FEET) = 5.06 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.71 PRODUCT OF DEPTH &VELOCITY = 0.81 • • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting..net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:00 12/16/2007 ---------------------------------------------- Problem Descriptions: TRACT 33597 CB #10 Q100 = 4.2 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 4.20 • GUTTER FLOWDEPTH(FEET) = 0.30 S� NC-XT- Wrcl BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.49 0.58 1.50 0.59 2.00 0.78 2.50 0.97 3.00 1.15 3.50 1.33 4.00 1.52 4.50 1.70 5.00 1.88 5.50 2.04 6.00 2.19 6.50 2.34 7.00 2.48 7.50 2.62 8.00 2.76 8.50 2.90 9.00 3.03 9.50 �/ c - 10 10.00 3.24 VSL W 10.50 5 11.00 3.45 e•� ��rW.7 11.50 3.55 12.00 3.65 12.50 3.75 13.00 3.85 13.50 3.94 14.00 4.04 3.2 -1.0Cf 5 14.50 4.13 14864= 20_____________ _______________________________ �1- Il • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:29 12/16/2007 ------------------------------------ Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #10 Q100 = 4.2 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: ------- -------------------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.30 HALFSTREET FLOOD WIDTH(FEET) = 9.12 AVERAGE FLOW VELOCITY(FEET /SEC.) = 4.29 PRODUCT OF DEPTH &VELOCITY = 1.28 ii CONSTANT STREET GRADE(FEET /FEET) = 0.042000 CONSTANT STREET FLOW(CFS) = 4.20 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 26.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 23.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: ------- -------------------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.30 HALFSTREET FLOOD WIDTH(FEET) = 9.12 AVERAGE FLOW VELOCITY(FEET /SEC.) = 4.29 PRODUCT OF DEPTH &VELOCITY = 1.28 ii • 41, • ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:01 12/16/2007 ------------------------------------------------------- Problem Descriptions: TRACT 33597 CB #11 Q100 = 3.0 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION <<<< ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 3.00 n�! GUTTER �� LOCAL DEPRESSION(FEEO 35 0.33E�/ BASIN aE ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH 0.90 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 2.79 n 8.50 2.89 �q�n��! _ �l G+/K�%7l�G� 9.00 3.00 9.02 3.00 FLOW INTERCEPTION 0.43 0.48 0.70 0.92 1.14 1.36 1.55 1.72 1.89 2.05 2.20 2.33 2:57- US� 8 W =7 3.0 - 2.6 = 0, t� eic 5 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:16 12/16/2007 --------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW Q CB #11 Q100 = 3.0 CFS >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET = 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.04 PRODUCT OF DEPTH &VELOCITY = 0.71 1 • CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 3.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET = 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.04 PRODUCT OF DEPTH &VELOCITY = 0.71 1 • • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:01 12/16/2007 ----------------------------------------------------- Problem Descriptions: TRACT 33597 CB #12 Q100 = 3.0 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 3.00 _ GUTTER FLOWDEPTH (FEET) =E0.35 S�iE �I�X Pri BASIN LOCAL DEPRESSION (FE '-- 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.90 0.43 1.00 0.48 1.50 0.70 2.00 0.92 2.50 1.14 3.00 1.36 3.50 1.55 4.00 1.72 4.50 1.89 5.00 2.05 5.50 2.20 6.00 2.33 / 7.00 2.57 us�F W 7 7.50 8 8.00 2.79 ° •' " Ti Nk 3.0 - 2-6 0, � '5 8.50 2.89 NRT' 9.00 3.00 9.02 3.00 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:16 12/16/2007 -------------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #12 Q100 = 3.0 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- • CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 3.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ------ - - - - -- STREET FLOW MODEL RESULTS: - --------- ----- ----------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(', r 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.04 PRODUCT OF DEPTH &VELOCITY = 0.71 • • ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:02 12/16/2007 ----------------------------------------------------- Problem Descriptions: TRACT 33597 CB #13 Q100 = 4.7 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT.INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 4.70 v GUTTER FLOWDEPTH (FEET) = 0 . 35 S156 NCX% PA &E7 BASIN LOCAL DEPRESSION(FEET = 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.41 0.68 1.50 0.72 2.00 0.94 2.50 1.17 3.00 1.39 3.50 1.61 4.00 1.83 4.50 2.05 5.00 2.25 5.50 2.43 6.00 2.60 6.50 2.77 7.00 2.94 7.50 3.10 8.00 3.26 8.50 3.42 9.00 3.55 9.50` /'^ 0S6 W= 10/ 10.00 3.79 11.00 4.03 �� 7 � 3.8 Q• -1 V( S e•• TO 11.50 4.14 ��•np � ��/ 12.00 4.25 12.50 4.36 13.00 4.47 13.50 4.57 14.00 4.67 �`. 14.13 4.70 lil, 1 ~ • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:23 12/16/2007 ----------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #13 Q100 = 4.7 CFS >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: -------------------------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) HALFSTREET FLOOD WIDTH(, r 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.19 PRODUCT OF DEPTH &VELOCITY = 1.11 • CONSTANT STREET GRADE(FEET /FEET) = 0.016000 CONSTANT STREET FLOW(CFS) = 4.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: -------------------------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) HALFSTREET FLOOD WIDTH(, r 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.19 PRODUCT OF DEPTH &VELOCITY = 1.11 • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:03 12/16/2007 -------------------------------- Problem Descriptions: TRACT 33597 CB #14 Q100 = 6.6 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW (CFS) = 6.60 ,'` GUTTER FLOWDEPTH ( FEET ) = 0 . 3 8 SW NExT PA66 BASIN LOCAL DEPRESSION(FEET 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.82 0.97 2.00 1.07 2.50 1.32 3.00 1.57 3.50 1.82 4.00 2.06 4.50 2.31 5.00 2.55 5.50 2.79 6.00 3.02 6.50 3.23 7.00 3.43 7.50 3.62 8.00 3.81 8.50 3.99 9.00 4.18 9.50 4.36 10.00 4.53 10.50 4.70 11.00 4.87 11.50 5.01 12.00 5.15 12.50 5.28 13.00 5.41 13.50 V ,- / _ �� 7 7 VV 14.00 5.66 14.50 8 Q1DH- ATNG.= 6.6 - S. 7 - • • 15.00 5.90 15.50 6.02 16.00 6.13 16.50 6.24 17.00 6.35 17.50 6.46 18.00 6.56 18.20 6.60 • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:24 12/16/2007 ------------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW Q CB #14 Q100 = 6.6 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: - --------- ----- ----------- - - - - - - ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 13.33 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.43 PRODUCT OF DEPTH &VELOCITY = 1.31 CONSTANT STREET GRADE(FEET /FEET) = 0.016000 CONSTANT STREET FLOW(CFS) = 6.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: - --------- ----- ----------- - - - - - - ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 13.33 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.43 PRODUCT OF DEPTH &VELOCITY = 1.31 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:04 12/16/2007 ------------------------------------------------------- Problem Descriptions: TRACT 33597 CB #15 Q100 = 3.7 CFS * ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 3.70 c 16" GUTTER FLOWDEPTH (FEET) = 0 .38 - S�i�i NTH AT PAg BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.02 0.55 1.50 0.79 2.00 1.04 2.50 1.28 3.00 1.52 3.50 1.75 4.00 1.95 4.50 2.14 5.00 2.33 5.50 2.50 6.00 2.68 6.50 US� ' 7 7.00 2.96 ' ' 7.50 8.0 0 3. 9 v 3.21 D . 7 G�j' 8.50 TV �rg,477N�- 3.33 9.00 3.44 9.50 3.55 10.00 3.66 10.20 3.70 r ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:18 12/16/2007 ------------------------------------------------ - ------ Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #15 Q100 = 3.7 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 3.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS --------------------------------- STREET FLOW MODEL RESULTS: ----------------- - - - - -- -- --------------------------------------- STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEETr 13.33 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.92 PRODUCT OF DEPTH &VELOCITY = 0.74 • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:04 12/16/2007 ------------------------------------------------ Problem Descriptions: TRACT 33597 CB #16 Q100 = 1.1 CFS >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW (CFS) = 1.10 �1 cL GUTTER FLOWDEPTH(FEET) = 0.27 S� AXX T PA6-6; BASIN LOCAL DEPRESSION (FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.43 0.15 0.50 0.17 1.00 0.34 1.50 0.50 2.00 0.63 2.50 0.76 3.00 0.86 3.50 0.95 4.00 1.04 4.35 1.10 us 6 iA/ 7 / T07AI, :17W -CUP77 N OMVW . • • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:19 12/16/2007 -------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW Q CB #16 Q100 = 1.1 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: -------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.27 HALFSTREET FLOOD WIDTH(FEET) = 7.89 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.43 PRODUCT OF DEPTH &VELOCITY = 0.39 CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 1.10 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 _ OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: -------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.27 HALFSTREET FLOOD WIDTH(FEET) = 7.89 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.43 PRODUCT OF DEPTH &VELOCITY = 0.39 i • ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:05 12/16/2007 --------------------------------------------- Problem Descriptions: TRACT 33597 CB #17 Q100 = 3.0 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 3.00 ,/ p GUTTER FLOWDEPTH (FEET) = 0.35 956 t, 6XT TIA&C BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.90 0.43 1.00 0.48 1.50 0.70 2.00 0.92 2.50 1.14 3.00 1.36 3.50 1.55 4.00 1.72 4.50 1.89 5.00 2.05 5.50 2.20 6.00 2.33 �2.57� ' / �7 (!�� = / / 7.00 W 7.50 Z-. 8 8.00 2.79 n , m / = 3. V '� 2.6 = 8.50 2.89 G� 9.00 3.00 9.02 3.00 o. C� HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net TIME /DATE OF STUDY: 09:16 12/16/2007 ------------------------------------------ Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #17 Q100 = 3.0 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: -------------------------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.04 PRODUCT OF DEPTH &VELOCITY = 0.71 • CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 3.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 .CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: -------------------------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.52 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.04 PRODUCT OF DEPTH &VELOCITY = 0.71 • • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:06 12/16/2007 ------------------------------------------- Problem Descriptions: TRACT 33597 CB #18 Q100 = 2.0 CFS >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION <<<< ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 2.00 r r) A6-6 GUTTER FLOWDEPTH (FEET) = 0 . 31 S�i 6 AJCX T f r.% BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.68 0.28 1.00 0.40 1.50 0.60 2.00 0.79 2.50 0.97 3.00 1.12 3.50 1.26 4.00 1.41 4.50 1.52 5.00 1.63 5.50 1.74 6.00 1.84 6.50 1.94 6.83 2.00 USE W = 7 7DTEL 17U- 1- 6U6F-770A/ i f ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:21 12/16/2007 ------------------------------------------ Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #18 Q100 = 2.0 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- STREET FLOW MODEL RESULTS: --------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.31 HALFSTREET FLOOD WIDTH(FEET 9.70 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.84 PRODUCT OF DEPTH &VELOCITY = 0.57 • CONSTANT STREET GRADE(FEET /FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 2.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 16.50 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: --------------------------------------------------------------- STREET FLOW DEPTH(FEET) = 0.31 HALFSTREET FLOOD WIDTH(FEET 9.70 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.84 PRODUCT OF DEPTH &VELOCITY = 0.57 • • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:06 12/16/2007 ---------------- - - - - -- Problem Descriptions: TRACT 33597 CB #19 Q100 = 8.4 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION <<<< ---------------------------------------------------------------------- - - - - -- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 8.40 L /�� G GUTTER FLOWDEPTH (FEET) = 'P- �r Simi �'V EX i PM-F BASIN LOCAL DEPRESSION(FEE 0.33 ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.14 1.27 2.50 1.47 3.00 1.75 3.50 2.02 4.00 2.29 4.50 2.56 5.00 2.83 5.50 3.10 6.00 3.37 6.50 3.63 7.00 3.87 7.50 4.11 8.00 4.32 8.50 4.53 9.00 4.74 9.50 4.95 10.00 5.15 10.50 5.35 11.00 5.55 11.50 5.74 12.00 5.93 12.50 6.11 13.00 6.28 13.50 6.43 14.00 6.58 14.50 6.73 15.00 6.87 15.50 • 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50 20.00 20.50 21.00 21.38 7.01 7.15 7.28 7.40 7.53 7.65 7.77 7.88 8.00 8.11 8.22 8.32 8.40 ii" ii HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 09:42 12/16/2007 ---------------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB #19 Q100 = 8.4 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION<< << ---------------------------------------------------------------------- - - - - -- ------------------------------- STREET FLOW MODEL RESULTS: -------------------------- - - - - -- - ---------------------------------------- STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(. T = 14.49 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.74 PRODUCT OF DEPTH &VELOCITY = 1.52 il CONSTANT STREET GRADE(FEET /FEET) = 0.017000 CONSTANT STREET FLOW(CFS) = 8.40 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 43.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 36.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ------------------------------- STREET FLOW MODEL RESULTS: -------------------------- - - - - -- - ---------------------------------------- STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(. T = 14.49 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.74 PRODUCT OF DEPTH &VELOCITY = 1.52 il • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:51 02/06/2008 --------------------------------------------- Problem Descriptions: �/ /�,,e� /�" �/ -7 CB CT 33597 FW4 / 'iR FOZO � �D # / Q100 = 2.5 + 4.2 = 6.7 CFS * * * * * * * * ** ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<< << L ------ - - - ---------------------------------------------------------------- - -HYDR.dGOGY 'a, Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 6.70 GUTTER FLOWDEPTH(FEET) = 0.41 S�� IV �j Z5 • BASIN LOCAL DEPRESSION(FEE 0.33 • ---------------------------------------------------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.71 1.01 2.00 1.17 2.50 1.45 3.00 1.73 3.50 2.00 4.00 2.27 4.50 2.53 5.00 2.80 5.50 3.05 6.00 3.28 r USG VV 7 7.00 3.71 7.50 8.00 • , 8.50 4.32 fGc7G✓BY 7D r�A01SONS7: 9.00 4.51 9.50 4.70 10.00 4.88 10.50 5.05 11.00 5.20 11.50 5.35 12.00 5.49 12.50 5.63 13.00 5.76 13.50 5.89 14.00 14.50 6.02 6.14 6.7 _ 3,7 = 3. o er5 15.00 15.50 16.00 16.50 17.00 17.05 i", • 6.25 6.37 6.48 6.58 6.69 6.70 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine @mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 10:47 02/06/2008 -------------------------------------------------- Problem Descriptions: TRACT 33597 DEPTH OF FLOW @ CB ##20 Q100 = 2.5 + 4.2 = 6.7 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>STREETFLOW MODEL INPUT INFORMATION <<<< ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET /FEET) = 0.012500 CONSTANT STREET FLOW(CFS) = 6.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF- WIDTH(FEET) = 18.00 DISTANCE INTERIOR OUTSIDE CONSTANT CONSTANT CONSTANT CONSTANT FLOW ASSI FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 13.00 STREET CROSSFALL(DECIMAL) = 0.020000 STREET CROSSFALL(DECIMAL) = 0.020000 SYMMETRICAL CURB HEIGHT(FEET) = 0.50 SYMMETRICAL GUTTER- WIDTH(FEET) = 2.00 SYMMETRICAL GUTTER- LIP(FEET) = 0.03125 SYMMETRICAL GUTTER- HIKE(FEET) = 0.12500 JMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: -------------------------- - - - - -- ------------------------------------------ STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET = 14.50 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.98 PRODUCT OF DEPTH &VELOCITY = 1.21 • TRACT BDRY. LOT LINE 10.0' CVWD DIKE NO. 4 FL PER STj PLAN 4.0 2g MAN 4" 2.0' 2.0' 2. io 00 4" THICK CONCRETE OR GUNITE W1 6"6" W1.4xW1.4 W.W.M. 41 SEE PLAN WHERE WALL OCCURS PAD ELEV. PER PLAN 4' DRAINAGE CHANNEL N.T.S. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1269 Analysis prepared by: MDS Consulting 17320 Redhill Avenue, Suite 350, Irvine, CA 92614 Phone: (949) 251 -8821 Fax: (949) 251 -0516 Email: mdsirvine@mdsconsulting.net ---------------------------------------------------------------------------- TIME /DATE OF STUDY: 11:13 12/18/2007 -- ------------------------------------------ Problem Descriptions: TRACT 33597 DEPTH OF FLOW OF 4' WIDE DRAINAGE CHANNEL 5= 0.0050 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** >> >>CHANNEL INPUT INFORMATION<< << ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL /VERTICAL) = 0.00 Z2(HORIZONTAL /VERTICAL) = 0.00 BASEWIDTH(FEET) = 4.00 CONSTANT CHANNEL SLOPE(FEET /FEET) = 0.005000 UNIFORM FLOW(CFS) = 6.20 MANNINGS FRICTION FACTOR = 0.0150 NORMAL -DEPTH FLOW INFORMATION: --------------------------------- - - -------------------- >>>>> NORMAL DEPTH(FEET) 0.44 < Q 50/ ' D FLOW TOP- WIDTH(FEET) _ .00 FLOW AREA(SQUARE FEET) = 1.75 HYDRAULIC DEPTH(FEET) = 0.44 FLOW AVERAGE VELOCITY(FEET /SEC.) = 3.55 UNIFORM FROUDE NUMBER = 0.946 PRESSURE + MOMENTUM(POUNDS) = 66.45 AVERAGED VELOCITY HEAD(FEET) = 0.196 SPECIFIC ENERGY(FEET) = 0.632 CRITICAL -DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP- WIDTH(FEET) = 4.00 CRITICAL FLOW AREA(SQUARE FEET) = 1.68 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 0.42 CRITICAL FLOW AVERAGE VELOCITY(FEET /SEC.) = 3.68 CRITICAL DEPTH(FEET) = 0.42 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 66.36 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 0.211 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 0.631 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- P9 L MDS CONSULTING PLANNERS • ENGINEERS • SURVEYORS 17320 Redhill Avenue, Suite 350 Irvine, CA 92614 • r f Job No: 735 - 00 By: UAI Date: 2111 /0R • i i i CONS tli AS Sflgl�£R&%� 0R1lC I ' 74W 32.2; ��?. TENS C-N .PRo00CIr NO.. D I Z -2?� (2 'x Zy i Z 1 l , 0, 67�'C3.�sS I { 1, j: AI ,.aV 1�1 # I 1 100 p I 2 : AT .TNt6r .' 2 : t t' 1 i0o 7. I I - t r Appendix E 100 YEAR HYDRAULIC CALCULATIONS WATER SURFACE PROFILE CALCULATIONS 78.900 Avenue 47 . M O E 6 E Suite 208 Lo Quints, CA 92253 S C N U L 7 Z Voice: 760.771.4013 FAX: 760.771 -4073 PLANNERS ENGINEERS SURVEYORS ANENUE 60 LA "A3" LAT. "A4" It RCP33 3418" RCP 57 LIP FE " 35 +P `Q 56 3 .��36 31 37 +` lkly A A CA—Ho lRETEMN BA51N / LIN A 1 100 >z� ws� ELEV. 55 1 1 RCP 459+7- -466 54 ` 2 � ,+ 3L. 3.0 �Q lj / 39 53 '� �` 5 29 ��;�L�, 52 y 28� 17 40 51 6 \ Q. 27 41 � +O��Q 0 42 &'T. "B3" 7 l 25 43 1VRCP 24 48 '�Q 23 44 � � 818" RCP 22 .y \0 9 46 Ch 21 20 + LSAT. '114" 10 ,<. �� ►/ . `" 18" RCP 17 LINE " 1�' k t6 13 24 RCP \v 14 \ 15 . "D F" RCP WE "D " 24" RCP s LINE "B" 36" RCP LA T. "B1" Ile RCP E"B " ' RCP W 1 0 vl •• 0 160' SCALE 1" =160' STORM DRAIN INDEX MAP TRACT NO. 33597 CITY OF LA QUINTA 1:\/MUU\nTUKU\JU— INULX.awg 3/05/08 4 p Z •• 0 160' SCALE 1" =160' STORM DRAIN INDEX MAP TRACT NO. 33597 CITY OF LA QUINTA 1:\/MUU\nTUKU\JU— INULX.awg 3/05/08 • 0-) 0), DATE: 3/ 5/2008 TIME: 11:23 FO515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.38 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 CD 30 4 2.50 CD 36 4 3.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LINE " A " (FN C: \WSPG1 \33597 \33597.A) F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1007.68 460.20 36 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1031.34 460.35 36 0.013 ELEMENT NO 3 IS A REACH, U /S'DATA STATION INVERT SECT N 1067.06 460.57 36 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1295.14 462.00 36 0.013 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1301.14 462.20 36 24 18 0.013 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N W S ELEV 466.00 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 45.50 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 * w * 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 8.7 5.3 462.75 462.75 45.00 45.00 RADIUS ANGLE ANG PT MAN H or or 1403.97 468.30 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1409.97 468.50 36 18 0 0.013 2.1 0.0 470.00 0.00 90.00 0.00 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1543.19 469.37 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1572.08 469.55 36 0.013 0.00 36.80 0.00 0 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1613.13 469.82 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1642.02 470.00 36 0.013 0.00 36.80 0.00 0 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1648.02 470.20 36 0.013 0.00 0.00 0.00 1 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1925.53 473.25 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1960.88 473.64 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 15 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1966.88 474.14 30 18 18 0.013 2.4 4.2 474.39 474.39 70.00 70.00 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2011.39 474.89 30 0.013 0.00 0.00 0.00 0 ELEMENT NO 17 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2143.72 478.00 30 0.013 0.00 0.00 0.00 0 ELEMENT NO 18 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 94 INVERT -3 INVERT -4 PHI 3 PHI 4 2149.72 478.50 24 18 0 0.013 2.9 0.0 478.75 0.00 45.00 0.00 ELEMENT NO 19 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2155.72 478.54 24 0.013 0.00 55.00 0.00 0 ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2218.35 479.00 24 0.013 0.00 0.00 0.00 0 ELEMENT NO 21 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2224.35 479.20 24 18 18 0.013 2.5 2.5 479.45 479.45 45.00 45.00 F 0 5 1 5 P PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2433.93 480.70 24 0.013 0.00 0.00 0.00 0 ELEMENT NO 23 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 2433.93 480.70 24 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx, exxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1007.68 460.20 5.800 466.000 37.1 5.25 0.428 466.428 0.00 1.981 3.00 0.00 0.00 0 0.00 23.66 0.00634 .003094 0.07 1.846 0.00 1031.34 460.35 5.723 466.073 37.1 5.25 0.428 466.501 0.00 1.981 3.00 0.00 0.00 0 0.00 35.72 0.00616 .003094 0.11 1.864 0.00 1067.06 460.57 5.675 466.245 37.1 5.25 0.428 466.673 0.00 1.981 3.00 0.00 0.00 0 0.00 228.08 0.00627 .003094 0.71 1.853 0.00 1295.14 462.00 4.950 466.950 37.1 5.25 0.428 467.378 0.00 1.981 3.00 0.00 0.00 0 0.00 JUNCT STR 0.03333 .002146 0.01 0.00 1301.14 462.20 5.163 467.363 23.1 3.27 0.166 467.529 0.00 1.548 3.00 0.00 0.00 0 0.00 37.21 0.05932 .001190 0.04 0.762 0.00 1338.35 464.41 3.000 467.407 23.1 3.27 0.166 467.573 0.00 1.548 3.00 0.00 0.00 0 0.00 e-) w-', OD 4.49 0.05932 .001115 0.01 0.762 0.00 1342.84 464.67 2.721 467.395 23.1 3.43 0.182 467.577 0.00 1.548 3.00 0.00 0.00 0 0.00 0.56 0.05932 .001054 0.00 0.762 0.00 1343.40 464.71 2.689 467.397 23.1 3.46 0.186 467.583 0.00 1.548 3.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1343.40 464.71 0.834 465.542 23.1 14.41 3.225 468.767 0.00 1.548 3.00 0.00 0.00 0 0.00 7.67 0.05932 .041000 0.31 0.762 0.00 1351.07 465.16 0.845 466.007 23.1 14.13 3.100 469.107 0.00 1.548 3.00 0.00 0.00 0 0.00 11.53 0.05932 .037392 0.43 0.762 0.00 1362.60 465.85 0.874 466.720 23.1 13.47 2.817 469.537 0.00 1.548 3.00 0.00 0.00 0 0.00 8.47 0.05932 .032730 0.28 0.762 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR t, r�, tw, r, r, r, r, rrr*, r** www+ r, e* r** r, tw**, r* w�, rw, r�, r, r, rr�w, e, rw, r, rw�* �w, t, t, tw, t*, t, t*+ r*, r, t, t**, t, t*+ t+ t*, t+ Y, t, trr, t** �+ e, e, a ,e,e,ew,r� *,rw,eww,r,e,r,r,rw,e ,ew *� *rw *,r * *tww,r *,r �,r *t,e• 1371.07 466.35 0.905 467.253 23.1 12.85 2.563 469.816 0.00 1.548 3.00 0.00 0.00 0 0.00 6.56 0.05932 .028665 0.19 0.762 0.00 1377.63 466.74 0.937 467.674 23.1 12.25 2.329 470.003 0.00 1.548 3.00 0.00 0.00 0 0.00 5.22 0.05932 .025105 0.13 0.762 0.00 1382.85 467.05 0.970 468.017 23.1 11.68 2.118 470.135 0.00 1.548 3.00 0.00 0.00 0 0.00 4.25 0.05932 .021989 0.09 0.762 0.00 1387.10 467.30 1.004 468.303 23.1 11.13 1.924 470.227 0.00 1.548 3.00 0.00 0.00 0 0.00 3.49 0.05932 .019260 0.07 0.762 0.00 1390.59 467.51 1.039 468.545 23.1 10.62 1.750 470.295 0.00 1.548 3.00 0.00 0.00 0 0.00 2.88 0.05932 .016876 0.05 0.762 0.00 1393.47 467.68 1.076 468.753 23.1 10.12 1.591 470.344 0.00 1.548 3.00 0.00 0.00 0 0.00 2.37 0.05932 .014797 0.04 0.762 0.00 1395.84 467.82 1.115 468.933 23.1 9.65 1.447 470.380 0.00 1.548 3.00 0.00 0.00 0 0.00 1.98 0.05932 .012978 0.03 0.762 0.00 1397.82 467.94 1.155 469.090 23.1 9.20 1.315 470.405 0.00 1.548 3.00 0.00 0.00 0 0.00 1.61 0.05932 .011385 0.02 0.762 0.00 1399.43 468.03 1.197 469.228 23.1 8.77 1.195 470.423 0.00 1.548 3.00 0.00 0.00 0 0.00 1.32 0.05932 .009994 0.01 0.762 0.00 1400.75 468.11 1.241 469.350 23.1 8.37 1.087 470.437 0.00 1.548 3.00 0.00 0.00 0 0.00 1.06 0.05932 .008775 0.01 0.762 0.00 1401.81 468.17 1.286 469.458 23.1 7.98 0.988 470.446 0.00 1.548 3.00 0.00 0.00 0 0.00 0.81 0.05932 .007708 0.01 0.762 0.00 LICENSEE: MORSE CONSULTING GROUP FO515P PAGE 3 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1402.62 468.22 1.334 469.554 23.1 7.61 0.898 470.452 0.00 1.548 3.00 0.00 0.00 0 0.00 0.62 0.05932 .006774 0.00 0.762 0.00 1403.24 468.26 1.383 469.640 23.1 7.25 0.816 470.456 0.00 1.548 3.00 0.00 0.00 0 0.00 0.42 0.05932 .005956 0.00 0.762 0.00 1403.66 468.28 1.435 469.716 23.1 6.91 0.742 470.458 0.00 1.548 3.00 0.00 0.00 0 0.00 0.25 0.05932 .005241 0.00 0.762 0.00 1403.91 468.30 1.489 469.785 23.1 6.59 0.675 470.460 0.00 1.548 3.00 0.00 0.00 0 0.00 0.06 0.05932 .004611 0.00 0.762 0.00 1403.97 468.30 1.548 469.848 23.1 6.28 0.613 470.461 0.00 1.548 3.00 0.00 0.00 0 0.00 JUNCT STR 0.03333 0.00 1409.97 468.50 1.300 469.800 21.0 7.15 0.794 470.594 0.00 1.472 3.00 0.00 0.00 0 0.00 W-" W, OD 62.48 0.00653 .006534 0.41 1.300 0.00 1472.45 468.91 1.300 470.208 21.0 7.15 0.794 471.002 0.00 1.472 3.00 0.00 0.00 0 0.00 70.74 0.00653 .006809 0.48 1.300 0.00 1543.19 469.37 1.271 470.641 21.0 7.37 0.843 471.484 0.00 1.472 3.00 0.00 0.00 0 0.00 28.89 0.00623 .007577 0.22 1.316 0.00 1572.08 469.55 1.226 470.776 21.0 7.73 0.928 471.704 0.00 1.472 3.00 0.00 0.00 0 0.00 21.77 0.00658 .008556 0.19 1.297 0.00 1593.85 469.69 1.188 470.881 21.0 8.06 1.008 471.889 0.00 1.472 3.00 0.00 0.00 0 0.00 19.28 0.00658 .009674 0.19 1.297 0.00 1613.13 469.82 1.147 470.967 21.0 8.45 1.109 472.076 0.00 1.472 3.00 0.00 0.00 0 0.00 1.09 0.00623 .010353 0.01 1.316 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 4 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO wwwww *wwwwwww,r w,r ,raw,r,r,r *mow *w *www * * *,es,e,e�www *ww,rw,e �rw SF AVE HF r *,e sr �, ��* �wwwwww�r* �wwwrww�wwwwww, e► NORM DEPTH r, e��, r, rwrwr� ,ewwwwrww *w *rw *r+ww,�r : ZR * *w,t ++�,rwxwwwre,r 1614.22 469.83 1.144 470.971 21.0 8.48 1.116 472.087 0.00 1.472 3.00 0.00 0.00 0 0.00 14.62 0.00623 .011127 0.16 1.316 0.00 1628.84 469.92 1.104 471.022 21.0 8.89 1.227 472.249 0.00 1.472 3.00 0.00 0.00 0 0.00 13.18 0.00623 .012689 0.17 1.316 0.00 1642.02 470.00 1.066 471.066 21.0 9.33 1.350 472.416 0.00 1.472 3.00 0.00 0.00 0 0.00 2.39 0.03333 .013056 0.03 '0.841 0.00 1644.41 470.08 1.087 471.167 21.0 9.09 1.282 472.449 0.00 1.472 3.00 0.00 0.00 0 0.00 3.61 0.03333 .011813 0.04 0.841 0.00 1648.02 470.20 1.126 471.326 21.0 8.66 1.165 472.491 0.00 1.472 3.00 0.00 0.00 0 0.00 137.43 0.01099 .011038 1.52 1.126 0.00 1785.45 471.71 1.126 472.836 21.0 8.66 1.165 474.001 0.00 1.472 3.00 0.00 0.00 0 0.00 ._--:' 106.23 0.01099 .010490 1.11 1.126 0.00 1891.68 472.88 1.158 474.036 21.0 8.34 1.080 475.116 0.00 1.472 3.00 0.00 0.00 0 0.00 33.85 0.01099 .009333 0.32 1.126 0.00 1925.53 473.25 1.200 474.450 21.0 7.95 0.982 475.432 0.00 1.472 3.00 0.00 0.00 0 0.00 10.48 0.01103 .008399 0.09 1.125 0.00 1936.01 473.37 1.225 474.591 21.0 7.73 0.928 475.519 0.00 1.472 3.00 0.00 0.00 0 0.00 11.41 0.01103 .007581 0.09 1.125 0.00 1947.42 473.49 1.270 474.761 21.0 7.37 0.844 475.605 0.00 1.472 3.00 0.00 0.00 0 0.00 6.78 0.01103 .006659 0.05 1.125 0.00 1954.20 473.57 1.317 474.883 21.0 7.03 0.767 475.650 0.00 1.472 3.00 0.00 0.00 0 0.00 4.00 0.01103 .005852 0.02 1.125 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 5 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1958.20 473.61 1.366 474.976 21.0 6.70 0.697 475.673 0.00 1.472 3.00 0.00 0.00 0 0.00 2.11 0.01103 .005145 0.01 1.125 0.00 1960.31 473.63 1.417 475.051 21.0 6.39 0.634 475.685 0.00 1.472 3.00 0.00 0.00 0 0.00 0.57 0.01103 .004521 0.00 1.125 0.00 1960.88 473.64 1.472 475.112 21.0 6.09 0.575 475.687 0.00 1.472 3.00 0.00 0.00 0 0.00 JUNCT STR 0.08333 0.00 1966.88 474.14 0.860 475.000 14.4 9.63 1.441 476.441 0.00 1.278 2.50 0.00 0.00 0 0.00 19.86 0.01685 .019722 0.39 0.890 0.00 1986.74 474.48 0.844 475.319 14.4 9.88 1.515 476.834 0.00 1.278 2.50 0.00 0.00 0 0.00 24.65 0.01685 .021835 0.54 0.890 0.00 2011.39 474.89 0.816 475.706 14.4 10.35 1.664 477.370 0.00 1.278 2.50 0.00 0.00 0 0.00 O.... J 11.96 0.02350 .023204 0.28 0.811 0.00 2023.35 475.17 0.816 475.987 14.4 10.33 1.657 477.644 0.00 1.278 2.50 0.00 0.00 0 0.00 67.40 0.02350 .021696 1.46 0.811 0.00 2090.75 476.75 0.845 477.600 14.4 9.85 1.506 479.106 0.00 1.278 2.50 0.00 0.00 0 0.00 23.84 0.02350 .019012 0.45 0.811 0.00 2114.59 477.31 0.675 478.190 14.4 9.39 1.370 479.560 0.00 1.278 2.50 0.00 0.00 0 0.00 13.68 0.02350 .016662 0.23 0.811 0.00 2128.27 477.64 0.906 478.543 14.4 8.96 1.245 479.788 0.00 1.278 2.50 0.00 0.00 0 0.00 9.02 0.02350 .014610 0.13 0.811 0.00 2137.29 477.85 0.939 478.788 14.4 8.54 1.133 479.921 0.00 1.278 2.50 0.00 0.00 0 0.00 6.43 0.02350 .012819 0.08 0.811 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 6 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ww,t +w * *,e *, rat, e, rrrtrt, r*, r, r, r�, �w, e�, e, e�w, e, e, r, e, ew, rww, e► w, eww, r ,r,�w,e,r,r,ewwwwwww,e,r,rwwww* sew, r, tww, rw, eww, e*, rwwwwwwwrr*, t* x, rrw ,rw,t,r *wr * *,tw,tf.,t,tw,tw,t ,t ,r,�,r,e,r,rw,r,rw 2143.72 478.00 0.973 478.973 14.4 8.14 1.029 480.002 0.00 1.278 2.50 0.00 0.00 0 0.00 JUNCT STR 0.08333 .009562 0.06 0.00 2149.72 478.50 1.118 479.618 11.5 6.36 0.629 480.247 0.00 1.217 2.00 0.00 0.00 0 0.00 6.00 0.00667 .007228 0.04 1.140 0.00 2155.72 478.54 1.110 479.650 11.5 6.42 0.641 480.291 0.00 1.217 2.00 0.00 0.00 0 0.00 9.71 0.00734 .007316 0.07 1.110 0.00 2165.43 478.61 1.110 479.721 11.5 6.42 0.641 480.362 0.00 1.217 2.00 0.00 0.00 0 0.00 34.71 0.00734 .007173 0.25 1.110 0.00 2200.14 478.87 1.123 479.989 11.5 6.33 0.621 480.610 0.00 1.217 2.00 0.00 0.00 0 0.00 15.88 0.00734 .006620 0.11 1.110 0.00 2216.02 478.98 1.168 480.151 11.5 6.03 0.565 480.716 0.00 1.217 2.00 0.00 0.00 0 0.00 W W." 0). 2.33 0.00734 .005848 0.01 1.110 0.00 2218.35 479.00 1.217 480.217 11.5 5.75 0.513 480.730 0.00 1.217 2.00 0.00 0.00 0 0.00 JUNCT STR 0.03333 .003167 0.02 0.00 2224.35 479.20 1.614 480.814 6.5 2.39 0.089 480.903 0.00 0.903 2.00 0.00 0.00 0 0.00 10.92 0.00716 .000895 0.01 0.801 0.00 2235.27 479.28 1.537 480.815 6.5 2.51 0.098 480.913 0.00 0.903 2.00 0.00 0.00 0 0.00 9.78 0.00716 .000993 0.01 0.801 0.00 2245.05 479.35 1.467 480.815 6.5 2.63 0.108 480.923 0.00 0.903 2.00 0.00 0.00 0 0.00 8.80 0.00716 .001108 0.01 0.801 0.00 2253.85 479.41 1.403 480.814 6.5 2.76 0.118 480.932 0.00 0.903 2.00 0.00 0.00 0 0.00 7.97 0.00716 .001241 0.01 0.801 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 7 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR w, r, r, r*, rrww+ r**+ r+ r* ��*+ ra, r, r, ra, rw* �ws, t*, t, t, tf, t** wwrwww* w, e, e, r, r, e, e, r, tx* w, tw, t, t, t*, t*, t**, t* �w*, ��rw, rww, r*, rxx�rse, e, e� ,rww,t,e�.t,t,t,t,esw *ws,t,t *+t ,t ,tw,t,r,ew�w�w+�,tw,rwr,tw• 2261.82 479.47 1.344 480.812 6.5 2.89 0.130 480.942 0.00 0.903 2.00 0.00 0.00 0 0.00 7.29 0.00716 .001396 0.01 0.801 0.00 2269.11 479.52 1.289 480.809 6.5 3.04 0.143 480.952 0.00 0.903 2.00 0.00 0.00 0 0.00 6.75 0.00716 .001571 0.01 0.801 0.00 2275.86 479.57 1.237 480.806 6.5 3.18 0.157 480.963 0.00 0.903 2.00 0.00 0.00 0 0.00 6.18 0.00716 .001772 0.01 0.801 0.00 2282.04 479.61 1.188 480.801 6.5 3.34 0.173 480.974 0.00 0.903 2.00 0.00 0.00 0 0.00 5.37 0.00716 .002004 0.01 0.801 0.00 2287.41 479.65 1.143 480.794 6.5 3.50 0.190 480.984 0.00 0.903 2.00 0.00 0.00 0 0.00 5.10 0.00716 .002269 0.01 0.801 0.00 2292.51 479.69 1.099 480.787 6.5 3.67 0.209 480.996 0.00 0.903 2.00 0.00 0.00 0 0.00 al 1 07) W) 4.37 0.00716 .002570 0.01 0.801 0.00 2296.88 479.72 1.058 480.777 6.5 3.85 0.231 481.008 0.00 0.903 2.00 0.00 0.00 0 0.00 4.00 .0.00716 .002914 0.01 0.801 0.00 2300.88 479.75 1.018 480.766 6.5 4.04 0.253 481.019 0.00 0.903 2.00 0.00 0.00 0 0.00 0.32 0.00716 .003311 0.00 0.801 0.00 2301.20 479.75 0.981 480.731 6.5 4.24 0.279 481.010 0.00 0.903 2.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 2301.20 479.75 0.801 480.551 6.5 5.53 0.475 481.026 0.00 0.903 2.00 0.00 0.00 0 0.00 18.67 0.00716 .007237 0.14 0.801 0.00 2319.87 479.88 0.801 480.685 6.5 5.53 0.475 481.160 0.00 0.903 2.00 0.00 0.00 0 0.00 87.20 0.00716 .007101 0.62 0.801 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 8 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A " (FN C: \WSPG1 \33597 \33597.A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR wwww, tw, twwww, r+ r, r**, e, tx, tfr*, twwwww,► w* wrw�, t, r, �wwww, e, t, e, e, e, e, e*, r, r, r, rw, �rwrrwrww*+ rw, t, rr, t, t, t* ir, t, r, r, r, t, t* irww, ew, e�r�, e, r, rw, r* �wwrww *r,e *,t,t *,t,t,t,t,�w,e,ew *,r ,e ,rw,rw,r *t,r ** 2407.07 480.51 0.809 481.317 6.5 5.45 0.462 481.779 0.00 0.903 2.00 0.00 0.00 0 0.00 20.95 0.00716 .006537 0.14 0.801 0.00 2428.02 480.66 0.838 481.496 6.5 5.20 0.420 481.916 0.00 0.903 2.00 0.00 0.00 0 0.00 5.06 0.00716 .005740 0.03 0.801 0.00 2433.08 480.69 0.869 481.563 6.5 4.96 0.382 481.945 0.00 0.903 2.00 0.00 0.00 0 0.00 0.85 0.00716 .005036 0.00 0.801 0.00 2433.93 480.70 0.903 481.603 6.5 4.72 0.346 481.949 0.00 0.903 2.00 0.00 0.00 0 0.00 0) 07) W'.) DATE: 3/ 5/2008 TIME: 13:37 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.96 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - W S ELEV 467.36 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 26.80 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 LINE " A -1 " (FN C: \WSPG1 \33597 \33597.A1L) F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1002.31 462.75 18 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1013.41 463.40 18 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1048.31 465.45 18 0.013 ELEMENT NO 4 IS A REACH * U/S DATA STATION INVERT SECT N 1095.10 468.20 18 0.013 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N 1159.69 472.00 18 0.013 ELEMENT NO 6 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1159.69 472.00 1 0.200 W S ELEV 467.36 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 26.80 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 W_ 0-) 0'_)� ELEMENT NO 7 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1159.69 472.00 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A -1 " (FN C: \WSPG1 \33597 \33597.A1L) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ** wwwww• wwwww*** www**, r, e** www*****, t, t, t, twwwww• wwwwww*****, t+ r+ r** w* ww********+ k+ t***************+ t**, tir** ww**** * * * * *w * * * **w * *w * * * * *,t *w *ww * * *• 1002.31 462.75 4.610 467.360 9.1 5.15 0.412 467.772 0.00 1.167 1.50 0.00 0.00 0 0.00 11.10 0.05856 .007505 0.08 0.620 0.00 1013.41 463.40 4.043 467.443 9.1 5.15 0.412 467.855 0.00 1.167 1.50 0.00 0.00 0 0.00 34.90 0.05874 .007505 0.26 0.620 0.00 1048.31 465.45 2.300 467.750 9.1 5.15 0.412 468.162 0.00 1.167 1.50 0.00 0.00 0 0.00 3.44 0.05877 .007505 0.03 0.620 0.00 1051.75 465.65 2.140 467.792 9.1 5.15 0.412 468.204 0.00 1.167 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1051.75 465.65 0.622 466.274 9.1 13.13 2.678 468.952 0.00 1.167 1.50 0.00 0.00 0 0.00 43.35 0.05877 .055188 2.39 0.620 0.00 1095.10 468.20 0.640 468.840 9.1 12.66 2.487 471.327 0.00 1.167 1.50 0.00 0.00 0 0.00 2.16 0.05883 .052150 0.11 0.620 0.00 1097.26 468.33 0.641 468.968 9.1 12.62 2.474 471.442 0.00 1.167 1.50 0.00 0.00 0 0.00 19.92 0.05883 .048751 0.97 0.620 0.00 1117.18 469.50 0.665 470.164 9.1 12.04 2.250 472.414 0.00 1.167 1.50 0.00 0.00 0 0.00 11.27 0.05883 .042836 0.48 0.620 0.00 1128.45 470.16 0.689 470.851 9.1 11.48 2.045 472.896 0.00 1.167 1.50 0.00 0.00 0 0.00 7.55 0.05883 .037652 0.28 0.620 0.00 1136.00 470.61 0.715 471.321 9.1 10.94 1.858 473.179 0.00 1.167 1.50 0.00 0.00 0 0.00 5.52 0.05883 .033131 0.18 0.620 0.00 1141.52 470.93 0.742 471.673 9.1 10.42 1.687 473.360 0.00 1.167 1.50 0.00 0.00 0 0.00 4.19 0.05883 .029179 0.12 0.620 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A -1 " (FN C: \WSPG1 \33597 \33597.A1L) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR xxxx** xxxx** xxwx* x* x** x* xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1145.71 471.18 0.771 471.949 9.1 9.95 1.536 473.485 0.00 1.167 1.50 0.00 0.00 0 0.00 3.34 0.05883 .025711 0.09 0.620 0.00 1149.05 471.37 0.800 472.174 9.1 9.48 1.395 473.569 0.00 1.167 1.50 0.00 0.00 0 0.00 2.63 0.05883 .022672 0.06 0.620 0.00 1151.68 471.53 0.832 472.361 9.1 9.04 1.268 473.629 0.00 1.167 1.50 0.00 0.00 0 0.00 2.12 0.05883 .020022 0.04 0.620 0.00 1153.80 471.65 0.865 472.518 9.1 8.62 1.153 473.671 0.00 1.167 1.50 0.00 0.00 0 0.00 1.70 0.05883 .017697 0.03 0.620 0.00 1155.50 471.75 0.900 472.653 9.1 8.22 1.049 473.702 0.00 1.167 1.50 0.00 0.00 0 0.00 1.35 0.05883 .015664 0.02 0.620 0.00 1156.85 471.83 0.937 472.770 9.1 7.84 0.954 473.724 0.00 1.167 1.50 0.00 0.00 0 0.00 1.06 0.05883 .013885 0.01 0.620 0.00 1157.91 471.89 0.976 472.871 9.1 7.47 0.867 473.738 0.00 1.167 1.50 0.00 0.00 0 0.00 0.79 0.05883 .012331 0.01 0.620 0.00 1158.70 471.94 1.018 472.960 9.1 7.12 0.787 473.747 0.00 1.167 1.50 0.00 0.00 0 0.00 0.56 0.05883 .010979 0.01 0.620 0.00 1159.26 471.97" 1.063 473.037 9.1 6.79 0.716 473.753 0.00 1.167 1.50 0.00 0.00 0 0.00 0.32 0.05883 .009806 0.00 0.620 0.00 1159.58 471.99 1.112 473.106 9.1 6.48 0.651 473.757 0.00 1.167 1.50 0.00 0.00 0 0.00 W W) OD.- 0.11 0.05883 .008790 0.00 0.620 0.00 1159.69 472.00 1.167 473.167 9.1 6.17 0.591 473.758 0.00 1.167 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 3 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " A -1 " (FN C: \WSPG1 \33597 \33597.A1L) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ** ww, tww, e, t, twww, t, t, t, t, t, t, tw*, t, t, t, rw, t+ r+ t, t* w***, t***** se***, twx*, t, ts, e, t* wwwwwww, ��wrwrr�wwww, t** w�, t, t, t ,t,t,t *,r,t,t,t,t,t,tw *,tww►►w* war, e* wwr ,rw,rw,r,r,r,tw *w,e,r+rw # *,rw,r 1159.69 472.00 2.165 474.165 9.1 0.60 0.006 474.171 0.00 0.375 5.96 7.00 0.00 0 0.00 & W., 00. DATE: 3/ 5/2008 TIME: 13:39 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.78 7.00 0.00 CD 2 3 0 0.00 0.83 4.00 0.00 0.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LAT. " A -1 " (FN C: \WSPG1 \33597 \33597.A1) F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1002.04 462.75 18 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1009.41 463.80 18 0.013 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1017.40 464.00 18 2 0 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1074.40 467.00 18 0.013 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1074.40 467.00 1 0.200 ELEMENT NO 6 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT 1074.40 467.00 1 PAGE NO 3 PAGE NO 2 W S ELEV 467.36 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 * * * Q3 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4.2 0.0 473.03 0.00 90.00 0.00 * W S ELEV 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 W, w-, .) NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP FOS15P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -1 " (FN C: \WSPG1 \33597 \33597.A1) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR 1002.04 462.75 4.610 467.360 5.7 3.23 0.162 467.522 0.00 0.921 1.50 0.00 0.00 0 0.00 7.37 0.14247 .002945 0.02 0.380 0.00 1009.41 463.80 3.582 467.382 5.7 3.23 0.162 467.544 0.00 0.921 1.50 0.00 0.00 0 0.00 JUNCT STR 0.02503 .001575 0.01 0.00 1017.40 464.00 3.695 467.695 1.5 0.85 0.011 467.706 0.00 0.460 1.50 0.00 0.00 0 0.00 41.87 0.05263 .000202 0.01 0.250 0.00 1059.27 466.20 1.500 467.704 1.5 0.85 0.011 467.715 0.00 0.460 1.50 0.00 0.00 0 0.00 2.62 0.05263 .000189 0.00 0.250 0.00 1061.89 466.34 1.360 467.702 1.5 0.89 0.012 467.714 0.00 0.460 1.50 0.00 0.00 0 0.00 1.51 0.05263 .000184 0.00 0.250 0.00 1063.40 466.42 1.280 467.701 1.5 0.93 0.014 467.715 0.00 0.460 1.50 0.00 0.00 0 0.00 1.25 0.05263 .000200 0.00 0.250 0.00 1064.65 466.49 1.213 467.700 1.5 0.98 0.015 467.715 0.00 0.460 1.50 0.00 0.00 0 0.00 1.08 0.05263 .000220 0.00 0.250 0.00 1065.73 466.54 1.155 467.699 1.5 1.03 0.016 467.715 0.00 0.460 1.50 0.00 0.00 0 0.00 0.98 0.05263 .000244 0.00 0.250 0.00 1066.71 466.60 1.102 467.697 1.5 1.08 0.018 467.715 0.00 0.460 1.50 0.00 0.00 0 0.00 0.88 0.05263 .000272 0.00 0.250 0.00 1067.59 466.64 1.054 467.696 1.5 1.13 0.020 467.716 0.00 0.460 1.50 0.00 0.00 0 0.00 0.80 0.05263 .000305 0.00 0.250 0.00 1068.39 466.68 1.010 467.694 1.5 1.18 0.022 467.716 0.00 0.460 1.50 0.00 0.00 0 0.00 0:1) 0.76 0.05263 .000343 0.00 0.250 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -1 " (FN C: \WSPG1 \33597 \33597.A1) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPA ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR r, t, t, t, t* ir, t, t, t, t, t, t, t, t, t***, t, t, t, r, t, t, tw�w ,e *w+t * *s * *r,t,t,tir,r,t,t,t,t ,e *,t,e,t�, ter* rir*,►, t, t*, t, t, t, t, e***+ e, exrrtrrs* rt, t, t, t, tw, r, e* x+ e+ r, t, t* r* r**, t, t, t ,tw�rw�t,t * * *,t,t,t,t,e��,er *,t +t,t,t,t 1069.15 466.72 0.968 467.692 1.5 1.24 0.024 467.716 0.00 0.460 1.50 0.00 0.00 0 0.00 0.70 0.05263 .000386 0.00 0.250 0.00 1069.85 466.76 0.929 467.690 1.5 1.30 0.026 467.716 0.00 0.460 1.50 0.00 0.00 0 0.00 0.64 0.05263 .000436 0.00 0.250 0.00 1070.49 466.79 0.893 467.687 1.5 1.37 0.029 467.716 0.00 0.460 1.50 0.00 0.00 0 0.00 0.62 0.05263 .000492 0.00 0.250 0.00 1071.11 466.83 0.858 467.685 1.5 1.43 0.032 467.717 0.00 0.460 1.50 0.00 0.00 0 0.00 0.55 0.05263 .000557 0.00 0.250 0.00 1071.66 466.86 0.826 467.682 1.5 1.50 0.035 467.717 0.00 0.460 1.50 0.00 0.00 0 0.00 0.53 0.05263 .000632 0.00 0.250 0.00 1072.19 466.88 0.795 467.679 1.5 1.58 0.039 467.718 0.00 0.460 1.50 0.00 0.00 0 0.00 0.50 0.05263 .000716 0.00 0.250 0.00 1072.69 466.91 0.765 467.675 1.5 1.65 0.042 467.717 0.00 0.460 1.50 0.00 0.00 0 0.00 0.46 0.05263 .000812 0.00 0.250 0.00 1073.15 466.93 0.737 467.671 1.5 1.73 0.047 467.718 0.00 0.460 1.50 0.00 0.00 0 0.00 0.43 0.05263 .000923 0.00 0.250 0.00 1073.58 466.96 0.710 467.667 1.5 1.82 0.051 467.718 0.00 0.460 1.50 0.00 0.00 0 0.00 0.41 0.05263 .001049 0.00 0.250 0.00 1073.99 466.98 0.684 467.662 1.5 1.91 0.057 467.719 0.00 0.460 1.50 0.00 0.00 0 0.00 0.36 0.05263 .001193 0.00 0.250 0.00 1074.35 467.00 0.660 467.657 1.5 2.00 0.062 467.719 0.00 0.460 1.50 0.00 0.00 0 0.00 w"ll 0-) 0.05 0.05263 .001283 0.00 0.250 0.00 LICENSEE: MORSE CONSULTING GROUP FO515P _ PAGE 3 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -1 " (FN C: \WSPG1 \33597 \33597.Al) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR t, t, t, t, tx, t+ t, t+ t**, t*** trrrs* r* * *r,t *,tr,t * * *rrr *r,t,tr,t,tir, two+ trrririr*. t, ► *,t,t,t,tw,t,twr * *,t,t,t,t,r ** war*, t, trir***,►* �e, r* wr, t, r, t, t, t** w ,r,e,r,rr *w,t,t,t,r *,�w,r *,r *,t *,t ,t ,r ,er,r,r * *w 1074.40 467.00 0.656 467.656 1.5 2.02 0.063 467.719 0.00 0.460 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1074.40 467.00 0.767 467.767 1.5 0.28 0.001 467.768 0.00 0.113 6.78 7.00 0.00 0 0.00 W, DATE: 2/ 6/2008 TIME: 15:32 07) F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 3.98 10.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LAT. " A -2 " (FN C: \WSPG1 \33597 \33597.A2) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.00 470.00 18 470.85 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1044.50 470.42 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1044.50 470.42 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1044.50 470.42 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -2 " (FN C: \WSPG1 \33597 \33597.A2) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR s; w.. Or ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR r, r, e*, t, e*, r, e, r**, r, t* k, tww, t, t, t, t, r*+ t, t, tx, t, t, t, tir, t*, tw, rww, rwirww* wrr, w, r, e*, tw, t*+ r, t***, t, t, t, t, tr, t, t, t, tww, �, e, e, e+ r, t*+ t, e, t, t, t, t, tr, t, t*. rtr, t, tw*, t, r, tww�r, er+ t +t+t,t,t *,t *fr *,t,e�w�w *r *t,t+t ,t 1002.00 470.00 0.810 470.810 5.9 6.06 0.570 471.380 0.00 0.938 1.50 0.00 0.00 0 0.00 27.16 0.00988 .009345 0.25 0.810 0.00 1029.16 470.27 0.832 471.100 5.9 5.86 0.534 471.634 0.00 0.938 1.50 0.00 0.00 0 0.00 10.64 0.00988 .008424 0.09 0.810 0.00 1039.80 470.37 0.865 471.239 5.9 5.59 0.485 471.724 0.00 0.938 1.50 0.00 0.00 0 0.00 3.73 0.00988 .007445 0.03 0.810 0.00 1043.53 470.41 0.900 471.310 5.9 5.33 0.441 471.751 0.00 0.938 1.50 0.00 0.00 0 0.00 0.97 0.00988 .006580 0.01 0.810 0.00 1044.50 470.42 0.938 471.358 5.9 5.07 0.400 471.758 0.00 0.938 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1044.50 470.42 1.540 471.960 5.9 0.38 0.002 471.962 0.00 0.221 3.98 10.00 0.00 0 0.00 W) Wi DATE: 12/14/2007 TIME: 8:58 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.69 10.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LAT. " A -3 " (FN C: \WSPG1 \33597 \33597.A3) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.02 474.39 18 475.11 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.64 474.89 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1014.64 474.89 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1014.64 474.89 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -3 " (FN C: \WSPG1 \33597 \33597.A3) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx, exxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ,rxxxx 1002.02 474.39 0.562 474.952 4.6 7.60 0.898 475.850 0.00 0.824 1.50 0.00 0.00 0 0.00 1.48 0.03962 .020930 0.03 0.480 0.00 1003.50 474.45 0.570 475.019 4.6 7.46 0.863 475.882 0.00 0.824 1.50 0.00 0.00 0 0.00 2.86 0.03962 .019108 0.05 0.480 0.00 1006.36 474.56 0.590 475.152 4.6 7.11 0.785 475.937 0.00 0.824 1.50 0.00 0.00 0 0.00 2.16 0.03962 .016766 0.04 0.480 0.00 1008.52 474.65 0.612 475.260 4.6 6.78 0.715 475.975 0.00 0.824 1.50 0.00 0.00 0 0.00 1.73 0.03962 .014721 0.03 0.480 0.00 1010.25 474.72 0.634 475.350 4.6 6.47 0.650 476.000 0.00 0.824 1.50 0.00 0.00 0 0.00 1.31 0.03962 .012930 0.02 0.480 0.00 1011.56 474.77 0.658 475.426 4.6 6.17 0.590 476.016 0.00 0.824 1.50 0.00 0.00 0 0.00 1.05 0.03962 .011364 0.01 0.480 0.00 1012.61 474.81 0.682 475.492 4.6 5.88 0.537 476.029 0.00 0.824 1.50 0.00 0.00 0 0.00 0.81 0.03962 .009985 0.01 0.480 0.00 1013.42 474.84 0.707 475.548 4.6 5.60 0.487 476.035 0.00 0.824 1.50 0.00 0.00 0 0.00 0.56 0.03962 .008783 0.00 0.480 0.00 1013.98 474.86 0.734 475.598 4.6 5.34 0.443 476.041 0.00 0.824 1.50 0.00 0.00 0 0.00 0.38 0.03962 .007733 0.00 0.480 0.00 1014.36 474.88 0.762 475.641 4.6 5.09 0.403 476.044 0.00 0.824 1.50 0.00 0.00 0 0.00 0.21 0.03962 .006815 0.00 0.480 0.00 1014.57 474.89 0.792 475.679 4.6 4.86 0.366 476.045 0.00 0.824 1.50 0.00 0.00 0 0.00 0.07 0.03962 .005999 0.00 0.480 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -3 " (FN C: \WSPG1 \33597 \33597.A3) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1014.64 474.89 0.824 475.714 4.6 4.63 0.333 476.047 0.00 0.824 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1014.64 474.89 1.314 476.204 4.6 0.35 0.002 476.206 0.00 0.187 6.69 10.00 0.00 0 0.00 w I W) DATE: 12/14/2007 TIME: 8:58 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.69 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " A -4 " (FN C: \WSPG1 \33597 \33597.A4) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.02 474.39 18 475.11 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.64 474.89 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1014.64 474.89 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1014.64 474.89 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -4 " (FN C: \WSPG1 \33597 \33597.A4) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W. wj 0-) ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR 1002.02 474.39 0.411 474.801 2.7 6.87 0.733 475.534 0.00 0.623 1.50 0.00 0.00 0 0.00 2.83 0.03962 .023131 0.07 0.360 0.00 1004.85 474.50 0.423 474.925 2.7 6.59 0.673 475.598 0.00 0.623 1.50 0.00 0.00 0 0.00 2.41 0.03962 .020408 0.05 0.360 0.00 1007.26 474.60 0.438 475.035 2.7 6.28 0.612 475.647 0.00 0.623 1.50 0.00 0.00 0 0.00 1.86 0.03962 .017864 0.03 0.360 0.00 1009.12 474.67 0.453 475.124 2.7 5.99 0.557 475.681 0.00 0.623 1.50 0.00 0.00 0 0.00 1.45 0.03962 .015637 0.02 0.360 0.00 1010.57 474.73 0.469 475.198 2.7 5.71 0.506 475.704 0.00 0.623 1.50 0.00 0.00 0 0.00 1.12 0.03962 .013701 0.02 0.360 0.00 1011.69 474.77 0.486 475.259 2.7 5.44 0.460 475.719 0.00 0.623 1.50 0.00 0.00 0 0.00 0.89 0.03962 .012004 0.01 0.360 0.00 1012.58 474.81 0.503 475.312 2.7 5.19 0.419 475.731 0.00 0.623 1.50 0.00 0.00 0 0.00 0.69 0.03962 .010517 0.01 0.360 0.00 1013.27 474.84 0.521 475.357 2.7 4.95 0.380 475.737 0.00 0.623 1.50 0.00 0.00 0 0.00 0.55 0.03962 .009215 0.01 0.360 0.00 1013.82 474.86 0.539 475.396 2.7 4.72 0.346 475.742 0.00 0.623 1.50 0.00 0.00 0 0.00 0.36 0.03962 .008079 0.00 0.360 0.00 1014.18 474.87 0.559 475.431 2.7 4.50 0.314 475.745 0.00 0.623 1.50 0.00 0.00 0 0.00 0.26 0.03962 .007088 0.00 0.360 0.00 1014.44 474.88 0.579 475.461 2.7 4.29 0.285 475.746 0.00 0.623 1.50 0.00 0.00 0 0.00 0.15 0.03962 .006219 0.00 0.360 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -4 " (FN C: \WSPG1 \33597 \33597.A4) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W 0-) W", ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR rr, r, r+ r*, t, r+ r* w, twx* rwww*, t, r, rw�** �* rr, r* wt* wwtw*, t, rww, twwww* �*+ t, twww**, t, t, tw, rw*, r+ rs�, e, r*, r, e�, ew, r, rw, ea* �ese*, e, e** wr, t*, erwwww, t** feww ,ttr,tsww,tw *w *,tw *rrwr� *r *,r 1014.59 474.89 0.600 475.488 2.7 4.09 0.260 475.748 0.00 0.623 1.50 0.00 0.00 0 0.00 0.05 0.03962 .005443 0.00 0.360 0.00 1014.64 - 474.89 0.623 475.513 2.7 3.89 0.235 475.748 0.00 0.623 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1014.64 474.89 0.962 475.852 2.7 0.40 0.002 475.854 0.00 0.167 6.69 7.00 0.00 0 0.00 DATE: 12/14/2007 TIME: 9: 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.00 3.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - W S ELEV 479.62 W S ELEV 0.00 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 25.90 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 LAT. " A -5 " (FN C: \WSPG1 \33597 \33597.A5) F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1002.30 478.75 18 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1006.25 478.92 18 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1016.42 479.35 18 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1147.83 485.00 18 0.013 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1147.83 485.00 1 0.200 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1147.83 485.00 1 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING W S ELEV 479.62 W S ELEV 0.00 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 25.90 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWRDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -5 " (FN C: \WSPG1 \33597 \33597.A5) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPP ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ** w*• wwwww** www*• ww * * * *w *www * * **,eww•w*w * * *,t * *,t ,tw *ww * *•s * *ww **wwww*w** wwww *ww•w * * *w *•ww•www•w**ww **w* wwww *www *wwww * * * *,rw *w * * *w,tw *wwte 1002.30 478.75 0.450 479.200 4.3 9.64 1.443 480.643 0.00 0.795 1.50 0.00 0.00 0 0.00 3.95 0.04304 .043696 0.17 0.450 0.00 1006.25 478.92 0.450 479.370 4.3 9.64 1.443 480.813 0.00 0.795 1.50 0.00 0.00 0 0.00 10.17 0.04228 .043696 0.44 0.450 0.00 1016.42 479.35 0.450 479.800 4.3 9.64 1.443 481.243 0.00 0.795 1.50 0.00 0.00 0 0.00 25.12 0.04299 .043696 1.10 0.450 0.00 1041.54 480.43 0.450 480.880 4.3 9.64 1.443 482.323 0.00 0.795 1.50 0.00 0.00 0 0.00 60.05 0.04299 .041315 2.48 0.450 0.00 1101.59 483.01 0.463 483.475 4.3 9.25 1.328 484.803 0.00 0.795 1.50 0.00 0.00 0 0.00 16.18 0.04299 .036509 0.59 0.450 0.00 1117.77 483.71 0.479 484.187 4.3 8.83 1.211 485.398 0.00 0.795 1.50 0.00 0.00 0 0.00 8.43 0.04299 .031972 0.27 0.450 0.00 1126.20 484.07 0.496 484.566 4.3 8.41 1.100 485.666 0.00 0.795 1.50 0.00 0.00 0 0.00 5.48 0.04299 .028021 0.15 0.450 0.00 1131.68 484.31 0.514 484.819 4.3 8.02 0.999 485.818 0.00 0.795 1.50 0.00 0.00 0 0.00 3.95 0.04299 .024559 0.10 0.450 0.00 1135.63 484.48 0.532 485.007 4.3 7.65 0.909 485.916 0.00 0.795 1.50 0.00 0.00 0 0.00 2.96 0.04299 .021524 0.06 0.450 0.00 1138.59 484.60 0.551 485.154 4.3 7.29 0.825 485.979 0.00 0.795 1.50 0.00 0.00 0 0.00 2.28 0.04299 .018876 0.04 0.450 0.00 1140.87 484.70 0.571 485.272 4.3 6.96 0.752 486.024 0.00 0.795 1.50 0.00 0.00 0 0.00 1.79 0.04299 .016564 0.03 0.450 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -5 " (FN C: \WSPG1 \33597 \33597.A5) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR *, r* w* w** w* aww, r, r, ra*, ew, r, r, r, r, rrwr* r�* w�, r*** �, t, t, t*, t, tw*, e**, t, twwwwww, tww, t* r*, r, t, t, t, t*, t, t, t, t, t, t, t, t, t, t, e, e, e, ex* ��, ew, tr, t, t ,r,t,t,►,tw,r,tir *,ewwr�,rwr *,r *,t ,t ,t *w,e,erwrww *,r* 1142.66 484.78 0.592 485.370 4.3 6.63 0.682 486.052 0.00 0.795 1.50 0.00 0.00 0 0.00 1.44 0.04299 .014534 0.02 0.450 0.00 1144.10 484.84 0.613 485.453 4.3 6.32 0.621 486.074 0.00 0.795 1.50 0.00 0.00 0 0.00 1.11 0.04299 .012759 0.01 0.450 0.00 1145.21 484.89 0.636 485.523 4.3 6.03 0.565 486.088 0.00 0.795 1.50 0.00 0.00 0 0.00 0.89 0.04299 .011207 0.01 0.450 0.00 1146.10 484.93 0.659 485.585 4.3 5.75 0.513 486.098 0.00 0.795 1.50 0.00 0.00 0 0.00 0.65 0.04299 .009848 0.01 0.450 0.00 1146.75 484.95 0.684 485.638 4.3 5.48 0.466 486.104 0.00 0.795 1.50 0.00 0.00 0 0.00 0.51 0.04299 .008659 0.00 0.450 0.00 1147.26 484.98 0.709 485.684 4.3 5.22 0.424 486.108 0.00 0 -.795 1.50 0.00 0.00 0 0.00 0.32 0.04299 .007616 0.00 0.450 0.00 1147.58 484.99 0.736 485.725. 4.3 4.98 0.386 486.111 0.00 0.795 1.50 0.00 0.00 0 0.00 0.20 0.04299 .006705 0.00 0.450 0.00 1147.78 485.00 0.764 485.762 4.3 4.75 0.351 486.113 0.00 0.795 1.50 0.00 0.00 0 0.00 0.05 0.04299 .005896 0.00 0.450 0.00 1147.83 485.00 0.795 485.795 4.3 4.52 0.317 486.112 0.00 0.795 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1147.83 485.00 1.223 486.223 4.3 1.17 0.021 486.244 0.00 0.400 6.00 3.00 0.00 0 0.00 W) W 0) DATE: 12/14/2007 TIME: 9: 5 FOS15P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.00 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " A -6 " (FN C: \WSPG1 \33597 \33597.A6) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 479.75 18 480.81 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.62 480.25 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.62 480.25 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT W S ELEV 1019.62 480.25 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWRDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP FO515P PAGE_ 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -6 " (FN C: \WSPG1 \33597 \33597.A6) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W) W" wl, ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR t* r*, r*** �* r, r*, r, e, ewwww, rr* w�**, t* r, r*, r, r, r* w* r, r* ww, r, r, wrwwwrw* r�r, rwrrrr�wwrr*, e, ew, e, twrr*, t** �, t, r, trw, ►,tw,twr *� * *wtrrw,t,tw�a,tww * *,t ,t * * *,r *+.,r *r,t *ww,t *,tw *w 1002.31 479.75 1.060 480.810 2.7 2.02 0.064 480.874 0.00 0.623 1.50 0.00 0.00 0 0.00 1.38 0.02889 .000976 0.00 0.400 0.00 1003.69 479.79 1.015 480.805 2.7 2.12 0.070 480.875 0.00 0.623 1.50 0.00 0.00 0 0.00 1.26 0.02889 .001096 0.00 0.400 0.00 1004.95 479.83 0.973 480.799 2.7 2.22 0.077 480.876 0.00 0.623 1.50 0.00 0.00 0 0.00 1.13 0.02889 .001234 0.00 0.400 0.00 1006.08 479.86 0.934 480.793 2.7 2.33 0.085 480.878 0.00 0.623 1.50 0.00 0.00 0 0.00 1.04 0.02889 .001392 0.00 0.400 0.00 1007.12 479.89 0.897 480.786 2.7 2.45 0.093 480.879 0.00 0.623 1.50 0.00 0.00 0 0.00 0.94 0.02889 .001573 0.00 0.400 0.00 1008.06 479.92 0.862 480.778 2.7 2.57 0.102 480.880 0.00 0.623 1.50 0.00 0.00 0 0.00 0.28 0.02889 .001782 0.00 0.400 0.00 1008.34 479.92 0.829 480.753 2.7 2.69 0.113 480.866 0.00 0.623 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1008.34 479.92 0.438 480.362 2.7 6.29 0.615 480.977 0.00 0.623 1.50 0.00 0.00 0 0.00 2.12 0.02889 .017903 0.04 0.400 0.00 1010.46 479.99 0.453 480.439 2.7 5.99 0.557 480.996 0.00 0.623 1.50 0.00 0.00 0 0.00 2.62 0.02889 .015637 0.04 0.400 0.00 1013.08 480.06 0.469 480.530 2.7 5.71 0.506 481.036 0.00 0.623 1.50 0.00 0.00 0 0.00 1.91 0.02889 .013701 0.03 0.400 0.00 1014.99 480.12 0.486 480.602 2.7 5.44 0.460 481.062 0.00 0.623 1.50 0.00 0.00 0 0.00 1.47 0.02889 .012004 0.02 0.400 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -6 " (FN C: \WSPG1 \33597 \33597.A6) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W) 0) 'AF ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxwwwxwxxxxx, rxxxwxxxxwxxxxx, txxxxxxx, t, txxxxxxxssxxwwwxxwwwww, exwwwxwwrxxxxxx, tw, txxxxxxxxxxxwxwwwxwxx ,ewwxxxxxxxxxxxxxxxxxxxxxwx 1016.46 480.16 0.503 480.662 2.7 5.19 0.419 481.081 0.00 0.623 1.50 0.00 0.00 0 0.00 1.08 0.02889 .010517 0.01 0.400 0.00 1017.54 480.19 0.521 480.711 2.7 4.95 0.380 481.091 0.00 0.623 1.50 0.00 0.00 0 0.00 0.85 0.02889 .009215 0.01 0.400 0.00 1018.39 480.21 0.539 480.753 2.7 4.72 0.346 481.099 0.00 0.623 1.50 0.00 0.00 0 0.00 0.55 0.02889 .008079 0.00 0.400 0.00 1018.94 480.23 0.559 480.789 2.7 4.50 0.314 481.103 0.00 0.623 1.50 0.00 0.00 0 0.00 0.39 0.02889 .007088 0.00 0.400 0.00 1019.33 480.24 0.579 480.821 2.7 4.29 0.285 481.106 0.00 0.623 1.50 0.00 0.00 0 0.00 0.22 0.02889 .006219 0.00 0.400 0.00 1019.55 480.25 0.600 480.848 2.7 4.09 0.260 481.108 0.00 0.623 1.50 0.00 0.00 0 0.00 0.07 0.02889 .005443 0.00 0.400 0.00 1019.62 480.25 0.623 480.873 2.7 3.89 0.235 481.108 0.00 0.623 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.62 480.25 0.962 481.212 2.7 0.40 0.002 481.214 0.00 0.167 6.00 7.00 0.00 0 0.00 W., 0), W. DATE: 12/14/2007' TIME: 9: 6 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.00 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " A -7 " (FN C: \WSPG1 \33597 \33597.A7) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 479.75 18 480.81 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.64 480.25 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.64 480.25 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1019.64 480.25 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -7 " (FN C: \WSPG1 \33597 \33597.A7) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W-1 s W--, ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ww, r*, r, r, r, rrrr ,r,r,r,rwww,e,rwar *,r,rw,rww *, ter** r, twww, rw* w, r, rww, �wrwwwwrr�wwww***, r***, t* w*, t, r, rww, e, e�, e*** rwtr, t, t** r, t* w, t ,t,t,tw�w,rr,rrwww,t,tww,t,t *,t ,t *,twxrww,eww* 1002.31 479.75 1.060 480.810 2.7 2.02 0.064 480.874 0.00 0.623 1.50 0.00 0.00 0 0.00 1.38 0.02885 .000976 0.00 0.400 0.00 1003.69 479.79 1.015 480.805 2.7 2.12 0.070 480.875 0.00 0.623 1.50 0.00 0.00 0 0.00 1.26 0.02885 .001096 0.00 0.400 0.00 1004.95 479.83 0.973 480.799 2.7 2.22 0.077 480.876 0.00 0.623 1.50 0.00 0.00 0 0.00 1.14 0.02885 .001234 0.00 0.400 0.00 1006.09 479.86 0.934 480.793 2.7 2.33 0.085 480.878 0.00 0.623 1.50 0.00 0.00 0 0.00 1.04 0.02885 .001392 0.00 0.400 0.00 1007.13 479.89 0.897 480.786 2.7 2.45 0.093 480.879 0.00 0.623 1.50 0.00 0.00 0 0.00 0.94 0.02885 .001573 0.00 0.400 0.00 1008.07 479.92 0.862 480.778 2.7 2.57 0.102 480.880 0.00 0.623 1.50 0.00 0.00 0 0.00 0.28 0.02885 .001782 0.00 0.400 0.00 1008.35 479.92 0.829 480.753 2.7 2.69 0.113 480.866 0.00 0.623 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1008.35 479.92 0.438 480.362 2.7 6.29 0.615 480.977 0.00 0.623 1.50 0.00 0.00 0 0.00 2.11 0.02885 .017903 0.04 0.400 0.00 1010.46 479.99 0.453 480.438 2.7 5.99 0.557 480.995 0.00 0.623 1.50 0.00 0.00 0 0.00 2.62 0.02885 .015637 0.04 0.400 0.00 1013.08 480.06 0.469 480.530 2.7 5.71 0.506 481.036 0.00 0.623 1.50 0.00 0.00 0 0.00 1.92 0.02885 .013701 0.03 0.400 0.00 1015.00 480.12 0.486 480.602 2.7 5.44 0.460 481.062 0.00 0.623 1.50 0.00 0.00 0 0.00 1.47 0.02885 .012004 0.02 0.400 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -7 " (FN C: \WSPG1 \33597 \33597.A7) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR �1 W, ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1016.47 480.16 0.503 480.662 2.7 5.19 0.419 481.081 0.00 0.623 1.50 0.00 0.00 0 0.00 1.09 0.02885 .010517 0.01 0.400 0.00 1017.56 480.19 0.521 480.711 2.7 4.95 0.380 481.091 0.00 0.623 1.50 0.00 0.00 0 0.00 0.84 0.02885 .009215 0.01 0.400 0.00 1018.40 480.21 0.539 480.753 2.7 4.72 0.346 481.099 0.00 0.623 1.50 0.00 0.00 0 0.00 0.55 0.02885 .008079 0.00 0.400 0.00 1018.95 480.23 0.559 480.789 2.7 4.50 0.314 481.103 0.00 0.623 1.50 0.00 0.00 0 0.00 0.40 0.02885 .007088 0.00 0.400 0.00 1019.35 480.24 0.579 480.821 2.7 4.29 0.285 481.106 0.00 0.623 1.50 0.00 0.00 0 0.00 0.22 0.02885 .006219 0.00 0.400 0.00 1019.57 480.25 0.600 480.848 2.7 4.09 0.260 481.108 0.00 0.623 1.50 0.00 0.00 0 0.00 0.07 0.02885 .005443 0.00 0.400 0.00 1019.64 480.25 0.623 480.873 2.7 3.89 0.235 481.108 0.00 0.623 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.64 480.25 0.962 481.212 2.7 0.40 0.002 481.214 0.00 0.167 6.00 7.00 0.00 0 0.00 W, 0), DATE: 12/14/2007 TIME: 9: 6 s F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.79 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " A -8 " (FN C: \WSPG1 \33597 \33597.A8) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 481.25 18 481.60 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.62 481.75 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.62 481.75 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1019.62 481.75 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -8 " (FN C: \WSPG1 \33597 \33597.A8) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR •D ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ SF AVE HF NORM DEPTH + + + + + + + + + + + + + + + + ZR + + + + + + + + + + + + + ++ 1002.31 481.25 0.477 481.727 3.3 6.82 0.722 482.449 0.00 0.692 1.50 0.00 0.00 0 0.00 2.39 0.02889 .019920 0.05 0.440 0.00 1004.70 481.32 0.484 481.803 3.3 6.68 0.693 482.496 0.00 0.692 1.50 0.00 0.00 0 0.00 4.30 0.02889 .018161 0.08 0.440 0.00 1009.00 481.44 0.501 481.944 3.3 6.37 0.630 482.574 0.00 0.692 1.50 0.00 0.00 0 0.00 3.03 0.02889 .015914 0.05 0.440 0.00 1012.03 481.53 0.519 482.050 3.3 6.08 0.574 482.624 0.00 0.692 1.50 0.00 0.00 0 0.00 2.28 0.02889 .013945 0.03 0.440 0.00 1014.31 481.60 0.537 482.134 3.3 5.79 0.520 482.654 0.00 0.692 1.50 0.00 0.00 0 0.00 1.65 0.02889 .012226 0.02 0.440 0.00 1015.96 481.64 0.557 482.201 3.3 5.53 0.474 482.675 0.00 0.692 1.50 0.00 0.00 0 0.00 1.27 0.02889 .010727 0.01 0.440 0.00 1017.23 481.68 0.577 482.258 3.3 5.26 0.430 482.688 0.00 0.692 1.50 0.00 0.00 0 0.00 0.93 0.02889 .009411 0.01 0.440 0.00 1018.16 481.71 0.598 482.306 3.3 5.02 0.392 482.698 0.00 0.692 1.50 0.00 0.00 0 0.00 0.71 0.02889 .008256 0.01 0.440 0.00 1018.87 481.73 0.619 482.347 3.3 4.79 0.356 482.703 0.00 0.692 1.50 0.00 0.00 0 0.00 0.43 0.02889 .007246 0.00 0.440 0.00 1019.30 481.74 0.642 482.383 3.3 4.56 0.323 482.706 0.00 0.692 1.50 0.00 0.00 0 0.00 0.24 0.02889 .006368 0.00 0.440 0.00 1019.54 481.75 0.666 482.414 3.3 4.35 0.294 482.708 0.00 0.692 1.50 0.00 0.00 0 0.00 0.08 0.02889 .005585 0.00 0.440 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -8 " (FN C: \WSPG1 \33597 \33597.A8) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR 1019.62 481.75 0.692 482.442 3.3 4.14 0.266 482.708 0.00 0.692 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.62 481.75 1.077 482.827 3.3 0.44 0.003 482.830 0.00 0.190 5.79 7.00 0.00 0 0.00 ev 0D, w-, DATE: 12/14/2007 TIME: 9:19 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.79 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LAT. " A -9 " (FN C: \WSPG1 \33597 \33597.A9) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 481.25 18 481.60 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.64 481.75 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.64 481.75 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1019.64 481.75 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -9 " (FN C: \WSPG1 \33597 \33597.A9) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 0). w W) I ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH, DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR t* w*, tr, r, r*, trw, rr***, rw�, e****, r, et* r* rw* w, r, ewrwt, tw, r, r* ww+ r*+ r** rrr* r+ r*, t*, r, t, tw, rxa, �w, tww�wr *w,t *w *rr,t,t *rr * *r,t,t *ir,t,t* ire, r*, tw,rwwrr,t,rw�,t,tw,w *,r *,t * *,t ,e ,t f. * *w,t* 1002.31 481.25 0.477 481.727 3.3 6.82 0.722 482.449 0.00 0.692 1.50 0.00 0.00 0 0.00 2.38 0.02885 .019920 0.05 0.440 0.00 1004.69 481.32 0.484 481.803 3.3 6.68 0.693 482.496 0.00 0.692 1.50 0.00 0.00 0 0.00 4.31 0.02885 .018161 0.08 0.440 0.00 1009.00 481.44 0.501 481.944 3.3 6.37 0.630 482.574 0.00 0.692 1.50 0.00 0.00 0 0.00 3.04 0.02885 .015914 0.05 0.440 0.00 1012.04 481.53 0.519 482.050 3.3 6.08 0.574 482.624 0.00 0.692 1.50 0.00 0.00 0 0.00 2.28 0.02885 .013945 0.03 0.440 0.00 1014.32 481.60 .0.537 482.134 3.3 5.79 0.520 482.654 0.00 0.692 1.50 0.00 0.00 0 0.00 1.65 0.02885 .012226 0.02 0.440 0.00 1015.97 481.64 0.557 482.201 3.3 5.53 0.474 482.675 0.00 0.692 1.50 0.00 0.00 0 0.00 1.27 0.02885 .010727 0.01 0.440 0.00 1017.24 481.68 0.577 482.258 3.3 5.26 0.430 482.688 0.00 0.692 1.50 0.00 0.00 0 0.00 0.94 0.02885 .009411 0.01 0.440 0.00 1018.18 481.71 0.598 482.306 3.3 5.02 0.392 482.698 0.00 0.692 1.50 0.00 0.00 0 0.00 0.71 0.02885 .008256 0.01 .0.440 0.00 1018.89 481.73 0.619 482.347 3.3 4.79 0.356 482.703 0.00 0.692 1.50 0.00 0.00 0 0.00 0.43 0.02885 .007246 0.00 0.440 0.00 1019.32 481.74 0.642 482.383 3.3 4.56 0.323 482.706 0.00 0.692 1.50 0.00 0.00 0 0.00 0.24 0.02885 .006368 0.00 0.440 0.00 1019.56 481.75 0.666 482.414 3.3 4.35 0.294 482.708 0.00 0.692 1.50 0.00 0.00 0 0.00 0.08 0.02885 .005585 0.00 0.440 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " A -9 " (FN C: \WSPG1 \33597 \33597.A9) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR I s W-'f wl. ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR •*, t*, t, t, t, t, t, t, t, t, t, tir, t, r, t*, t**, t, t* tr, r, t, t*, t, r, t, e, r, r, t, t, t, txa, rw, r�, e*+ r�+ t, t* s, t****, t, r, r, t, t, t, t, r, t, t, t, t, tw*, t, twwwwr, t, t, t, e*+ r+ rir,►, t, t, tr, t* �, t, t,t,t,t *�rrw,e,t * *+�r *r * *wtrw #,t +r ,t ,t ,t ,t ,e ,rirw 1019.64 481.75 0.692 482.442 3.3 4.14 0.266 482.708 0.00 0.692 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.64 481.75 1.077 482.827 3.3 0.44 0.003 482.830 0.00 0.190 5.79 7.00 0.00 0 0.00 0), 0) 09 DATE: 3/ 5/2008 TIME: 11:23 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.00 3.00 0.00 CD 18 4 1.50 CD 24 4 2.00 CD 30 4 2.50 CD 36 4 3.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LINE " B " (FN C: \WSPG1 \33597 \33597.B) F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1006.66 460.20 36 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1074.85 466.60 36 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1084.67 467.52 36 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1089.80 468.00 36 0.013 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1092.00 468.50 36 18 0 0.013 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N W S ELEV 466.00 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 11.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 4.3 0.0 468.50 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0D., 1273.37 472.00 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1276.39 472.20 36 24 0 0.013 5.0 0.0 472.50 0.00 90.00 0.00 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1318.65 473.30 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1324.65 473.50 36 18 18 0.013 3.5 0.9 474.45 474.45 45.00 45.00 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1570.82 477.00 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 11 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1574.82 477.20 36 18 0 0.013 6.1 0.0 477.50 0.00 45.00 0.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1607.00 477.50 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 13 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 94 INVERT -3 INVERT -4 PHI 3 PHI 4 1613.00 478.50 24 24 0 0.013 10.2 0.0 478.00 0.00 45.00 0.00 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1706.83 481.06 24• 0.013 0.00 0.00 0.00 0 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1826.48 484.33 24 0.013 0.00 42.80 0.00 0 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1851.06 485.00 24 0.013 0.00 0.00 0.00 0 ELEMENT NO 17 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1851.06 485.00 1 0.200 ELEMENT NO 18 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1851.06 485.00 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 e-) , W- OD, WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B " (FN C: \WSPG1 \33597 \33597.B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ww, t**r*,►* xrr, r, r, r*r, t*, e***, tww** �w+ r, trw*****, t* ww+ ts►*, twsw, r, tw, rwwrww, e* w, r*, t, w, w, t*, t** wwr, t,►, t, rtrs** w, rw, e, r*, r, e, e, tw*, t, ts, t ,r,t,t,r,rw,rr *,r,ew * *w,e *,t *,t ,t,ewwwr�,rtw• 1006.66 460.20 5.800 466.000 36.2 5.12 0.407 466.407 0.00 1.957 3.00 0.00 0.00 0 0.00 21.92 0.09385 .002946 0.06 0.853 0.00 1028.58 462.26 3.812 466.069 36.2 5.12 0.407 466.476 0.00 1.957 3.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1028.58 462.26 0.947 463.204 36.2 18.92 5.560 468.764 0.00 1.957 3.00 0.00 0.00 0 0.00 7.35 0.09385 .061498 0.45 0.853 0.00 1035.93 462.95 0.960 463.907 36.2 18.55 5.346 469.253 0.00 1.957 3.00 0.00 0.00 0 0.00 11.98 0.09385 .056119 0.67 0.853 0.00 1047.91 464.07 0.994 465.066 36.2 17.69 4.861 469.927 0.00 1.957 3.00 0.00 0.00 0 0.00 9.11 0.09385 .049165 0.45 0.853 0.00 1057.02 464.93 1.029 465.955 36.2 16.87 4.418 470.373 0.00 1.957 3.00 0.00 0.00 0 0.00 7.20 0.09385 .043073 0.31 0.853 0.00 1064.22 465.60 1.065 466.667 36.2 16.08 4.016 470.683 0.00 1.957 3.00 0.00 0.00 0 0.00 5.82 0.09385 .037760 0.22 0.853 0.00 1070.04 466.15 1.104 467.252 36.2 15.34 3.653 470.905 0.00 1.957 3.00 0.00 0.00 0 0.00 4.81 0.09385 .033122 0.16 0.853 0.00 1074.85 466.60 1.144 467.744 36.2 14.62 3.319 471.063 0.00 1.957 3.00 0.00 0.00 0 0.00 3.41 0.09369 .029312 0.10 0.854 0.00 1078.26 466.92 1.178 468.098 36.2 14.04 3.062 471.160 0.00 1.957 3.00 0.00 0.00 0 0.00 3.48 0.09369 .025979 0.09 0.854 0.00 1081.74 467.25 1.221 468.466 36.2 13.39 2.783 471.249 0.00 1.957 3.00 0.00 0.00 0 0.00 2.93 0.09369 .022811 0.07 0.854 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 a 0-), 0,9-1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B " (FN C: \WSPG1 \33597 \33597.B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR • a* ir***, t, t, t, t, t*, t, t*, t+ r**, t, r, t, t, tw, t, t, r, rwr, r*, rrr, �** wt+ t+ t, t+ tw, t, e, t, t, t, t, t, tw, t, r, t*, r, �, t** w*+ rw+ t+ t, t, t*, t, t, t, t, tw, twaa, t*, r+ t+ t+ r, t**+ t, t* r, t, t, t, rwr, r* ww, r +t,tr,t *w,r,trrtw * *w+t+r *,t *rtt 1084.67 467.52 1.266 468.786 36.2 12.76 2.530 471.316 0.00 1.957 3.00 0.00 0.00 0 0.00 0.74 0.09357 .020952 0.02 0.854 0.00 1085.41 467.59 1.279 468.868 36.2 12.60 2.464 471.332 0.00 1.957 3.00 0.00 0.00 0 0.00 2.38 0.09357 .019321 0.05 0.854 0.00 1087.79 467.81 1.326 469.138 36.2 12.01 2.238 471.376 0.00 1.957 3.00 0.00 0.00 0 0.00 2.01 0.09357 .016980 0.03 0.854 0.00 1089.80 468.00 1.376 469.376 36.2 11.45 2.035 471.411 0.00 1.957 3.00 0.00 0.00 0 0.00 JUNCT STR 0.22727 .017300 0.04 0.00 1092.00 468.50 1.224 469.724 31.9 11.76 2.148 471.872 0.00 1.832 3.00 0.00 0.00 0 0.00 54.17 0.01930 .018304 0.99 1.213 0.00 1146.17 469.55 1.239 470.784 31.9 11.57 2.079 472.863 0.00 1.832 3.00 0.00 0.00 0 0.00 57.75 0.01930 .016804 0.97 1.213 0.00 1203.92 470.66 1.284 471.944 31.9 11.03 1.891 473.835 0.00 1.832 3.00 0.00 0.00 0 0.00 27.30 0.01930 .014762 0.40 1.213 0.00 1231.22 471.19 1.332 472.519 31.9 10.52 1.719 474.238 0.00 1.832 3.00 0.00 0.00 0 0.00 16.96 0.01930 .012974 0.22 1.213 0.00 1248.18 471.51 1.381 472.895 31.9 10.03 1.563 474.458 0.00 1.832 3.00 0.00 0.00 0 0.00 11.40 0.01930 .011407 0.13 1.213 0.00 1259.58 471.73 1.433 473.167 31.9 9.56 1.420 474.587 0.00 1.832 3.00 0.00 0.00 0 0.00 8.01 0.01930 .010039 0.08 1.213 0.00 1267.59 471.89 1.488 473.376 31.9 9.12 1.291 474.667 0.00 1.832 3.00 0.00 0.00 0 0.00 5.78 0.01930 .008842 0.05 1.213 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 3 a W-1 09, WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B " (FN C: \WSPG1 \33597 \33597.B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR • rrrr, t, rw, t*, t* rrrw, e, rrwrrr, e* t, tr*, rwwwwwrrwwwwwrwrww, e, e:, �wwwwwwwrr* ��, t, e, t* rtr, t, t, t*, t**, t, t, tr, t, tr***** s*, e, t, t, t, t** w, t, ts* �rw* ��w ,ra�,rr * «w * * *,t,t *,t *,►,r *w * *,r 1273.37 472.00 1.545 473.545 31.9 8.69 1.174 474.719 0.00 1.832 3.00 0.00 0.00 0 0.00 JUNCT STR 0.06623 .013678 0.04 0.00 1276.39 472.20 1.110 473.310 26.9 11.31 1.985 475.295 0.00 1.676 3.00 0.00 0.00 0 0.00 12.06 0.02603 .018298 0.22 1.021 0.00 1288.45 472.51 1.136 473.650 26.9 10.97 1.867 475.517 0.00 1.676 3.00 0.00 0.00 0 0.00 13.42 0.02603 .016445 0.22 1.021 0.00 1301.87 472.86 1.177 474.040 26.9 10.45 1.697 475.737 0.00 1.676 3.00 0.00 0.00 0 0.00 9.68 0.02603 .014427 0.14 1.021 0.00 1311.55 473.12 1.219 474.334 26.9 9.97 1.542 475.876 0.00 1.676 3.00 0.00 0.00 0 0.00 7.10 0.02603 .012664 0.09 1.021 0.00 1318.65 473.30 1.264 474.564 26.9 9.50 1.402 475.966 0.00 1.676 3.00 0.00 0.00 0 0.00 JUNCT STR 0.03333 .013033 0.08 0.00 1324.65 473.50 1.092 474.592 22.5 9.68 1.454 476.046 0.00 1.527 3.00 0.00 0.00 0 0.00 111.58 0.01422 .013992 1.56 1.090 0.00 1436.23 475.09 1.101 476.187 22.5 9.57 1.421 477.608 0.00 1.527 3.00 0.00 0.00 0 0.00 69.04 0.01422 .012913 0.89 1.090 0.00 1505.27 476.07 1.140 477.208 22.5 9.12 1.292 478.500 0.00 1.527 3.00 0.00 0.00 0 0.00 26.08 0.01422 .011327 0.30 1.090 0.00 1531.35 476.44 1.182 477.621 22.5 8.69 1.174 478.795 0.00 1.527 3.00 0.00 0.00 0 0.00 14.90 0.01422 .009942 0.15 1.090 0.00 1546.25 476.65 1.225 477.876 22.5 8.29 1.067 478.943 0.00 1.527 3.00 0.00 0.00 0 0.00 9.66 0.01422 .008726 0.08 1.090 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 4 0D WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B " (FN C: \WSPG1 \33597 \33597.B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR • w, tt rr* r�, t, rrrr* rw, t, rr*, t, t, rr* ir*, t, t, r*, ts, t, t, r, rww�rrw��, t*** fr, t, t, t, t, trw, t, t, r, twww, ew* r* ss, t, t, t, t**, t, rwrwwwwwtr** r, trr, t*, e* w, rww, tr*, t, tww�e,e *a *� *t,t,r * * *ww * *r,rr,er 1555.91 476.79 1.269 478.057 22.5 7.91 0.971 479.028 0.00 1.527 3.00 0.00 0.00 0 0.00 6.28 0.01422 .007663 0.05 1.090 0.00 1562.19 476.88 1.316 478.193 22.5 7.54 0.882 479.075 0.00 1.527 3.00 0.00 0.00 0 0.00 4.17 0.01422 .006733 0.03 1.090 0.00 1566.36 476.94 1.365 478.302 22.5 7.19 0.802 479.104 0.00 1.527 3.00 0.00 0.00 0 0.00 2.64 0.01422 .005921 0.02 1.090 0.00 1569.00 476.97 1.416 478.390 22.5 6.85 0.729 479.119 0.00 1.527 3.00 0.00 0.00 0 0.00 1.47 0.01422 .005208 0.01 1.090 0.00 1570.47 477.00 1.469 478.464 22.5 6.53 0.663 479.127 0.00 1.527 3.00 0.00 0.00 0 0.00 0.35 0.01422 .004580 0.00 1.090 0.00 1570.82 477.00 1.527 478.527 22.5 6.22 0.602 479.129 0.00 1.527 3.00 0.00 0.00 0 0.00 JUNCT STR 0.05000 .002782 0.01 0.00 1574.82 477.20 1.827 479.027 16.4 3.64 0.206 479.233 0.00 1.294 3.00 0.00 0.00 0 0.00 6.47 0.00932 .001363 0.01 1.031 0.00 1581.29 477.26 1.755 479.015 16.4 3.82 0.226 479.241 0.00 1.294 3.00 0.00 0.00 0 0.00 3.97 0.00932 .001502 0.01 1.031 0.00 1585.26 477.30 1.715 479.012 16.4 3.93 0.239 479.251 0.00 1.294 3.00 0.00, 0.00 0 0.00 HYDRAULIC JUMP 0.00 1585.26 477.30 0.956 478.253 16.4 8.46 1.111 479.364 0.00 1.294 3.00 0.00 '0.00 0 0.00 1.95 0.00932 .012465 0.02 1.031 0.00 1587.21 477.31 0.956 478.271 16.4 8.45 1.109 479.380 0.00 1.294 3.00 0.00 0.00 0 0.00 19.79 0.00932 .013324 0.26 1.031 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 5 W. 0---), 091 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B " (FN C: \WSPG1 \33597 \33597.B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR *, r, r, r, r***, rr, r*, t, t, tw, t**, t+ r, r, t+ r**, t, rw*, t, t, t, t, e, r, r, rwwwwr, rwrrr, r, ewrwx w, twrr* w, t* e, tw, t**, t,► ww�ws, tR* �wwww�ew�r�* r* wwrrwwr, t**, t* sww�w ,ewwrr,rwr,r,rr,twwrww,t+rw *rww 1607.00 477.50 0.924 478.424 16.4 8.86 1.219 479.643 0.00 1.294 3.00 0.00 0.00 0 0.00 JUNCT STR 0.16667 .020851 0.13 0.00 1613.00 478.50 0.550 479.050 6.2 8.83 1.211 480.261 0.00 0.881 2.00 0.00 0.00 0 0.00 93.83 0.02728 .027490 2.58 0.550 0.00 1706.83 481.06 0.550 481.610 6.2 8.83 1.211 482.821 0.00 0.881 2.00 0.00 0.00 0 0.00 25.02 0.02733 .027490 0.69 0.550 0.00 1731.85 481.74 0.550 482.294 6.2 8.83 1.211 483.505 0.00 0.881 2.00 0.00 0.00 0 0.00 61.34 0.02733 .026320 1.61 0.550 0.00 1793.19 483.42 0.562 483.982 6.2 8.55 1.136 485.118 0.00 0.881 2.00 0.00 0.00 0 0.00 22.27 0.02733 .023587 0.53 0.550 0.00 1815.46 484.03 0.582 484.611 6.2 8.16 1.033 485.644 0.00 0.881 2.00 0.00 0.00 0 0.00 11.02 0.02733 .020653 0.23 0.550 0.00 1826.48 484.33 0.602 484.932 6.2 7.78 0.940 485.872 0.00 0.881 2.00 0.00 0.00 0 0.00 5.73 0.02726 .018347 0.11 0.550 0.00 1832.21 484.49 0.618 485.104 6.2 7.50 0.873 485.977 0.00 0.881 2.00 0.00 0.00 0 0.00 5.25 0.02726 .016334 0.09 0.550 0.00 1837.46 484.63 0.640 485.269 6.2 7.15 0.794 486.063 0.00 0.881 2.00 0.00 0.00 0 0.00 3.88 0.02726 .014304 0.06 0.550 0.00 1841.34 484.74 0.662 485.397 6.2 6.82 0.722 486.119 0.00 0.881 2.00 0.00 0.00 0 0.00 2.82 0.02726 .012531 0.04 0.550 0.00 1844.16 484.81 0.686 485.498 6.2 6.50 0.656 486.154 0.00 0.881 2.00 0.00 0.00 0 0.00 2.19 0.02726 .010982 0.02 0.550 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 6 W, 0-7) 07) WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B " (FN C: \WSPG1 \33597 \33597.B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR •, r, r, r*** r�*, twww, �w, r**, r ,r,e +w,r,ewwwr,rr * *w,rww,rwr,t, raw**+ rir*, r, t, t, twww, er:, r, e, rww* w�* rrwr* w*, t**, tww�ww, r ,rwwrr * * * *r,tr,t,t *,tw,�swwr *,r ,r *w,r,tw *�ww * *,rr,r,r,rrw *w 1846.35 484.87 0.710 485.582 6.2 6.20 0.597 486.179 0.00 0.881 2.00 0.00 0.00 0 0.00 1.60 0.02726 .009628 0.02 0.550 0.00 1847.95 484.92 0.736 485.651 6.2 5.91 0.542 486.193 0.00 0.881 2.00 0.00 0.00 0 0.00 1.24 0.02726 .008444 0.01 0.550 0.00 1849.19 484.95 0.762 485.711 6.2 5.64 0.493 486.204 0.00 0.881 2.00 0.00 0.00 0 0.00 0.85 0.02726 .007407 0.01 0.550 0.00 1850.04 484.97 0.790 485.762 6.2 5.37 0.448 486.210 0.00 0.881 2.00 0.00 0.00 0 0.00 0.61 0.02726 .006500 0.00 0.550 0.00 1850.65 484.99 0.818 485.807 6.2 5.12 0.408 486.215 0.00 0.881 2.00 0.00 0.00 0 0.00 0.33 0.02726 .005704 0.00 0.550 0.00 1850.98 485.00 0.848 485.846 6.2 4.89 0.371 486.217 0.00 0.881 2.00 0.00 0.00 0 0.00 0.08 0.02726 .005002 0.00 0.550 0.00 1851.06 485.00 0.881 485.881 6.2 4.65 0.336 486.217 0.00 0.881 2.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1851.06 485.00 1.297 486.297 6.2 1.59 0.039 486.336 0.00 0.510 5.00 3.00 0.00 0 0.00 j DATE: 12/14/2007 TIME: 9:24 FO515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 7.11 3.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " B -1 (FN C: \WSPG1 \33597 \33597.B1) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1004.00 468.50 18 469.72 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.12 474.89 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1033.12 474.89 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1033.12 474.89 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -1 " (FN C: \WSPG1 \33597 \33597.B1) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR r+ r* ww, rwwwww, r, rw, e*+ e, r, ew, rwr** wwww, rwwwwwrwr, e, er, e* rwr, trw, t, r, t, tw, t, tw, r, rw�* wrw*, ewrrww* �, t***** *,ear,t * *�� *wwwrrawwt,t * *,e,t* err *,r,r�rrr�rrrrr *w *rw,t,t *ww* 1004.00 468.50 0.315 468.815 4.3 15.99 3.968 472.783 0.00 0.795 1.50 0.00 0.00 0 0.00 3.57 0.21944 .175140 0.63 0.300 0.00 1007.57 469.28 0.319 469.603 4.3 15.64 3.797 473.400 0.00 0.795 1.50 0.00 0.00 0 0.00 5.54 0.21944 .159093 0.88 0.300 0.00 1013.11 470.50 0.330 470.828 4.3 14.93 3.462 474.290 0.00 0.795 1.50 0.00 0.00 0 0.00 3.76 0.21944 .139051 0.52 0.300 0.00 1016.87 471.32 0.341 471.665 4.3 14.19 3.127 474.792 0.00 0.795 1.50 0.00 0.00 0 0.00 2.79 0.21944 .121565 0.34 0.300 0.00 1019.66 471.94 0.353 472.290 4.3 13.56 2.857 475.147 0.00 0.795 1.50 0.00 0.00 0 0.00 2.19 0.21944 .106319 0.23 0.300 0.00 1021.85 472.42 0.365 472.781 4.3 12.91 2.589 475.370 0.00 0.795 1.50 0.00 0.00 0 0.00 1.76 0.21944 .092918 0.16 0.300 0.00 1023.61 472.80 0.377 473.181 4.3 12.32 2.357 475.538 0.00 0.795 1.50 0.00 0.00 0 0.00 1.46 0.21944 .081223 0.12 0.300 0.00 1025.07 473.12 0.390 473.514 4.3 11.75 2.143 475.657 0.00 0.795 1.50 0.00 0.00 0 0.00 1.22 0.21944 .071082 0.09 0.300 0.00 1026.29 473.39 0.404 473.795 4.3 11.20 1.947 475.742 0.00 0.795 1.50 0.00 0.00 0 0.00 1.04 0.21944 .062223 0.06 0.300 0.00 1027.33 473.62 0.418 474.037 4.3 10.67 1.768 475.805 0.00 0.795 1.50 0.00 0.00 0 0.00 0.89 0.21944 .054427 0.05 0.300 0.00 1028.22 473.81 0.432 474.246 4.3 10.19 1.612 475.858 0.00 0.795 1.50 0.00 0.00 0 0.00 0.76 0.21944 .047612 0.04 0.300 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -1 " (FN C: \WSPG1 \33597 \33597.B1) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 9.) W", ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR * www, r, r*, rr* t, et, r, r* rr**, ew*, r, rw, rr, e�, r, r, r, r, rr** w*, twrww�rww** w�, t, tw, rrw, r*** ww, r, t, tw►*, r, rwr, rr**, twwwww*, e, rw**, t*, t, t* wsww, r�r* w, rr * *www,rwr,r,rr,e *�r,rr,t * *,r�rw 1028.98 473.98 0.447 474.429 4.3 9.71 1.463 475.892 0.00 0.795 1.50 0.00 0.00 0 0.00 0.66 0.21944 .041689 0.03 0.300 0.00 1029.64 474.13 0.463 474.589 4.3 9.25 1.328 475.917 0.00 0.795 1.50 0.00 0.00 0 0.00 0.57 0.21944 .036509 0.02 0.300 0.00 1030.21 474.25 0.479 474.731 4.3 8.83 1.211 475.942 0.00 0.795 1.50 0.00 0.00 0 0.00 0.50 0.21944 .031972 0.02 0.300 0.00 1030.71 474.36 0.496 474.857 4.3 8.41 1.100 475.957 0.00 0.795 1.50 0.00 0.00 0 0.00 0.43 0.21944 .028021 0.01 0.300 0.00 1031.14 474.45 0.514 474.969 4.3 8.02 0.999 475.968 0.00 0.795 1.50 0.00 0.00 0 0.00 0.37 0.21944 .024559 0.01 0.300 0.00 1031.51 474.54 0.532 475.069 4.3 7.65 0.909 475.978 0.00 0.795 1.50 0.00 0.00 0 0.00 0.32 0.21944 .021524 0.01 0.300 0.00 1031.83 474.61 0.551 475.158 4.3 7.29 0.825 475.983 0.00 0.795 1.50 0.00 0.00 0 0.00 0.28 0.21944 .018876 0.01 0.300 0.00 1032.11 474.67 0.571 475.239 4.3 6.96 0.752 475.991 0.00 0.795 1.50 0.00 0.00 0 0.00 0.23 0.21944 .016564 0.00 0.300 0.00 1032.34 474.72 0.592 475.311 4.3 6.63 0.682 475.993 0.00 0.795 1.50 0.00 0.00 0 0.00 0.20 0.21944 .014534 0.00 0.300. 0.00 1032.54 474.76 0.613 475.376 4.3 6.32 0.621 475.997 0.00 0.795 1.50 0.00 0.00 0 0.00 0.16 0.21944 .012759 0.00 0.300 0.00 1032.70 474.80 0.636 475.434 4.3 6.03 0.565 475.999 0.00 0.795 1.50 0.00 0.00 0 0.00 0.14 0.21944 .011207 0.00 0.300 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 3 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -1 " (FN C: \WSPG1 \33597 \33597.B1) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR r ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR • wwwwrw, �ww, ew: w, r* ww, rw* wwwwwwwww*, erww* wwwwwwwwwwwwrw, �w, e, eww, rw* wwwwnw*, r, r* wr* www► r, t, r* wwwwww�:* �e* w, tw, e+ rwswwwwwrw, rw +r,r�ww,r *ws,r *wwr,e,rrr * *,r * *w 1032.84 474.83 0.659 475.487 4.3 5.75 0.513 476.000 0.00 0.795 1.50 0.00 0.00 0 0.00 0.10 0.21944 .009848 0.00 0.300 0.00 1032.94 474.85 0.684 475.535 4.3 5.48 0.466 476.001 0.00 0.795 1:50 0.00 0.00 0 0.00 0.08 0.21944 .008659 0.00 0.300 0.00 1033.02 474.87 0.709 475.578 4.3 5.22 0.424 476.002 0.00 0.795 1.50 0.00 0.00 0 0.00 0.06 0.21944 .007616 0.00 0.300 0.00 1033.08 474.88 0.736 475.617 4.3 4.98 0.386 476.003 0.00 0.795 1.50 0.00 0.00 0 0.00 0.03 0.21944 .006705 0.00 0.300 0.00 1033.11 474.89 0.764 475.652 4.3 4.75 0.351 476.003 0.00 0.795 1.50 0.00 0.00 0 0.00 0.01 0.21944 .005896 0.00 0.300 0.00 1033.12 474.89 0.795 475.685 4.3 4.52 0.317 476.002 0.00 0.795 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1033.12 474.89 1.223 476.113 4.3 1.17 0.021 476.134 0.00 0.400 7.11 3.00 0.00 0 0.00 s � � DATE: 12/14/2007 TIME: 10: 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.20 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LAT. " B -2 " (FN C: \WSPG1 \33597 \33597.B2) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.22 474.45 18 474.59 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1018.65 474.80 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1018.65 474.80 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT W S ELEV 1018.65 474.80 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWRDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -2 " (FN C: \WSPG1 \33597 \33597.B2) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W, W� ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ SO SF AVE HF NORM DEPTH + + + + + + + + ZR + + + + + + + + + + + + + + + + + + + + + ++ 1002.22 474.45 0.545 474.995 3.7 6.38 0.632 475.627 0.00 0.735 1.50 0.00 0.00 0 0.00 1.51 0.02130 .015317 0.02 0.500 0.00 1003.73 474.48 0.549 475.031 3.7 6.30 0.617 475.648 0.00 0.735 1.50 0.00 0.00 0 0.00 5.03 0.02130 .014135 0.07 0.500 0.00 1008.76 474.59 0.569 475.158 3.7 6.01 0.560 475.718 0.00 0.735 1.50 0.00 0.00 0 0.00 3.37 0.02130 .012404 0.04 0.500 0.00 1012.13 474.66 0.590 475.251 3.7 5.73 0.509 475.760 0.00 0.735 1.50 0.00 0.00 0 0.00 2.43 0.02130 .010885 0.03 0.500 0.00 1014.56 474.71 0.611 475.324 3.7 5.47 0.464 475.788 0.00 0.735 1.50 0.00 0.00 0 0.00 1.63 0.02130 .009556 0.02 0.500 0.00 1016.19 474.75 0.634 475.382 3.7 5..21 0.422 475.804 0.00 0.735 1.50 0.00 0.00 0 0.00 1.18 0.02130 .008395 0.01 0.500 0.00 1017.37 474.77 0.657 475.430 3.7 4.97 0.383 475.813 0.00 0.735 1.50 0.00 0.00 0 0.00 0.78 0.02130 .007373 0.01 0.500 0.00 1018.15 474.79 0.681 475.470 3.7 4.74 0.349 475.819 0.00 0.735 1.50 0.00 0.00 0 0.00 0.38 0.02130 .006483 0.00 0.500 0.00 1018.53 474.80 0.707 475.504 3.7 4.51 0.316 475.820 0.00 0.735 1.50 0.00 0.00 0 0.00 0.12 0.02130 .005693 0.00 0.500 0.00 1018.65 474.80 0.735 475.535 3.7 4.30 0.287 475.822 0.00 0.735 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1018.65 474.80 1.151 475.951 3.7 0.46 0.003 475.954 0.00 0.206 6.20 7.00 0.00 0 0.00 DATE: 12/14/2007 TIME: 9:59 FO515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.20 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " B -3 " (FN C: \WSPG1 \33597 \33597.B3) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.15 474.45 18 474.59 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1018.51 474.80 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1018.51 474.80 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1018.51 474.80 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -3 " (FN C: \WSPG1 \33597 \33597.B3) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR w" W�� LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -3 " (FN C: \WSPG1 \33597 \33597.B3) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR t*, r, rrrr�* �« �*, r«, e, r, r** r, e�w, r, r�, e, rw, r*, e, r*, r, rw, ew, r�*, r, t*, tr, t, t**** s*, t, t*,►, rrr*, t, t, t** w, t, t, t, t, t* �, e�* w*, t+ �ww�www, tr, rw*** w, t�, tt tr* a, t, t*, tw, t,rw,t,t,t,r,t,e,r * *r *,r *w *,er* 1002.15 474.45 0.280 474.730 1.1 4.82 0.361 475.091 0.00 0.392 1.50 0.00 0.00 0 0.00 6.25 0.02139 .017753 0.11 0.270 0.00 1008.40 474.58 0.289 474.873 1.1 4.60 0.329 475.202 0.00 0.392 1.50 0.00 0.00 0 0.00 3.59 0.02139 .015553 0.06 0.270 0.00 1011.99 474.66 0.298 474.959 1.1 4.40 0.301 475.260 0.00 0.392 1.50 0.00 0.00 0 0.00 2.09 0.02139 .013590 0.03 0.270 0.00 1014.08 474.70 0.309 475.014 1.1 4.20 0.274 475.288 0.00 0.392 1.50 0.00 0.00 0 0.00 1.55 0.02139 .011883 0.02 0.270 0.00 1015.63 474.74 0.319 475.057 1.1 4.00 0.248 475.305 0.00 0.392 1.50 0.00 0.00 0 0.00 1.05 0.02139 .010381 0.01 0.270 0.00 1016.68 474.76 0.330 475.091 1.1 3.81 0.225 475.316 0.00 0.392 1.50 0.00 0.00 0 0.00 0.77 0.02139 .009073 0.01 0.270 0.00 1017.45 474.78 0.341 475.118 1.1 3.63 0.205 475.323 0.00 0.392 1.50 0.00 0.00 0 0.00 0.49 0.02139 .007932 0.00 0.270 0.00 1017.94 474.79 0.353 475.141 1.1 3.46 0.186 475.327 0.00 0.392 1.50 0.00 0.00 0 0.00 0.34 0.02139 .006938 0.00 0.270 0.00 1018.28 474.80 0.365 475.160 1.1 3.30 0.169 475.329 0.00 0.392 1.50 0.00 0.00 0 0.00 0.22 0.02139 .006063 0.00 0.270 0.00 1018.50 474.80 0.377 475.177 1.1 3.15 0.154 475.331 0.00 0.392 1.50 0.00 0.00 0 0.00 0.01 0.02139 .005279 0.00 0.270 0.00 1018.51 474.80 0.392 475.192 1.1 2.99 0.139 475.331 0.00 0.392 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -3 " (FN C: \WSPG1 \33597 \33597.B3) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 0) W�l W" ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO 3F AVE HF NORM DEPTH ZR ww�r, r�, r*, r, rw, r, r, rr, r, r, r, r, rww** w***, t, �ww* wwwww, e�rwwwww, t, t, t, tw, t, t* �, �wwwww, t*, t, t, t, t, tw, rwww*, �ww, rwrw*, t, t, t, twww, rww ,e,t,t,e,r,te,ttr *wwww *,ew * *,t ,r *w,tww,rw *r * *i,t,t *ww• 1018.51 474.80 0.592 475.392 1.1 0.27 0.001 475.393 0.00 0.092 6.20 7.00 0.00 0 0.00 DATE: 12/14/2007 TIME: 9:59 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.50 14.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LAT. " B -4 " (FN C: \WSPG1 \33597 \33597.B4) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 477.75 18 479.03 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.63 478.25 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.63 478.25 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT W S ELEV 1019.63 478.25 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWRDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -4 " (FN C: \WSPG1 \33597 \33597.B4) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR w W, W'. ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1002.31 477.75 0.717 478.467 6.6 7.90 0.970 479.437 0.00 0.994 1.50 0.00 0.00 0 0.00 2.01 0.02887 .018002 0:04 0.630 0.00 1004.32 477.81 0.726 478.534 6.6 7.78 0.941 479.475 0.00 0.994 1.50 0.00 0.00 0 0.00 4.76 0.02887 .016560 0.08 0.630 0.00 1009.08 477.94 0.753 478.698 6.6 7.42 0.856 479.554 0.00 0.994 1.50 0.00 0.00 0 0.00 3.41 0.02887 .014581 0.05 0.630 0.00 1012.49 478.04 0.782 478.826 6.6 7.07 0.777 479.603 0.00 0.994 1.50 0.00 0.00 0 0.00 2.48 0.02887 .012857 0.03 0.630 0.00 1014.97 478.12 0.813 478.928 6.6 6.75 0.707 479.635 0.00 0.994 1.50 0.00 0.00 0 0.00 1.84 0.02887 .011347 0.02 0.630 0.00 1016.81 478.17 0.845 479.013 6.6 6.43 0.643 479.656 0.00 0.994 1.50 0.00 0.00 0 0.00 1.29 0.02887 .010023 0.01 0.630 0.00 1018.10 478.21 0.879 479.085 6.6 6.13 0.584 479.669 0.00 0.994 1.50 0.00 0.00 0 0.00 0.91 0.02887 .008862 0.01 0.630 0.00 1019.01 478.23 0.914 479.146 6.6 5.85 0.531 479.677 0.00 0.994 1.50 0.00 0.00 0 0.00 0.48 0.02887 .007846 0.00 0.630 0.00 1019.49 478.25 0.952 479.198 6.6 5.57 0.483 479.681 0.00 0.994 1.50 0.00 0.00 0 0.00 0.14 0.02887 .006953 0.00 0.630 0.00 1019.63 478.25 0.994 479.244 6.6 5.31 0.438 479.682 0.00 0.994 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.63 478.25 1.670 479.920 6.6 0.28 0.001 479.921 0.00 0.190 6.50 14.00 0.00 0 0.00 r DATE: 12/14/2007 TIME: 10: 0 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.79 10.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " B -5 " (FN C: \WSPG1 \33597 \33597.B5) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 478.00 18 479.05 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.63 478.50 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.63 478.50 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT W S ELEV 1019.63 478.50 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -5 " (FN C: \WSPG1 \33597 \33597.85) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR w! 0-) 0-) ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1002.31 478.00 0.586 478.586 4.7 7.34 0.837 479.423 0.00 0.833 1.50 0.00 0.00 0 0.00 2.82 0.02887 .018582 0.05 0.520 0.00 1005.13 478.08 0.596 478.678 4.7 7.18 0.800 479.478 0.00 0.833 1.50 0.00 0.00 0 0.00 4.22 0.02887 .016870 0.07 0.520 0.00 1009.35 478.20 0.618 478.821 4.7 6.84 0.727 479.548 0.00 0.833 1.50 0.00 0.00 0 0.00 3.06 0.02887 .014817 0.05 0.520 0.00 1012.41 478.29 0.641 478.933 4.7 6.52 0.660 479.593 0.00 0.833 1.50 0.00 0.00 0 0.00 2.34 0.02887 .013013 0.03 0.520 0.00 1014.75 478.36 0.664 479.023 4.7 6.22 0.600 479.623 0.00 0.833 1.50 0.00 0.00 0 0.00 1.69 0.02887 .011433 0.02 0.520 0.00 1016.44 478.41 0.689 479.097 4.7 5.93 0.545 479.642 0.00 0.833 1.50 0.00 0.00 0 0.00 1.25 0.02887 .010056 0.01 0.520 0.00 1017.69 478.44 0.715 479.159 4.7 5.65 0.496 479.655 0.00 0.833 1.50 0.00 0.00 0 0.00 0.91 0.02887 .008848 0.01 0.520 0.00 1018.60 478.47 0.742 479.212 4.7 5.39 0.451 479.663 0.00 0.833 1.50 0.00 0.00 0 0.00 0.61 0.02887 .007789 0.00 0.520 0.00 1019.21 478.49 0.770 479.258 4.7 5.14 0.410 479.668 0.00 0.833 1.50 0.00 0.00 0 0.00 0.33 0.02887 .006863 0.00 0.520 0.00 1019.54 478.50 0.800 479.298 4.7 4.90 0.373 479.671 0.00 0.833 1.50 0.00 0.00 0 0.00 0.09 0.02887 .006044 0.00 0.520 0.00 1019.63 478.50 0.833 479.333 4.7 4.66 0.338 479.671 0.00 0.833 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -5 " (FN C: \WSPG1 \33597 \33597.B5) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W, W, r ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR w• www*+ e, ew+., e* ww** xww* www*, r* r, ewwwwwxw�.+ r+ rwwww�+ rw** ww, eww, tww, e, r, r, rwwww, rrww* w** r**, t, t, r, t*, t, t*, tr, tw** www�r, t, t, t* wsw, tw, �wr, e�rwrwwwwr ,t,r *,e,e�,r�,r,r *w *w,rww 1019.63 478.50 1.331 479.831 4.7 0.35 0.002 479.833 0.00 0.190 6.79 10.00 0.00 0 0.00 • DATE: 12/14/2007 TIME: 9:24 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.96 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LINE " B -1 " (FN C: \WSPG1 \33597 \33597.B1L) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1003.01 472.50 24 473.55 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1049.68 472.89 24 0.013 0.00 28.50 0.00 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1123.42 473.50 24 0.013 0.00 0.00 0.00 0 ELEMENT NO 4 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT W S ELEV 1123.42 473.50 24 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWRDS, W.S.ELEV INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT'33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B -1 " (FN C: \WSPG1 \33597 \33597.BiL) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ♦*, r, rw*, rw* wr�ww* ww* wwwwwwwww ,r,rwwwwwrwwwwww,tr *rwrr,rw,rw, ewer** w, tww, tr* wrrrr, ewwwwwrw, eww, t, t, t, t+ rrrrrrr�, ��w, erwww*** �w, tww *,t +ww *rwrr,rww,wwwww+.wwwww 1003.01 472.50 1.050 473.550 5.0 2.99 0.139 473.689 0.00 0.788 2.00 0.00 0.00 0 0.00 3.79 0.00836 .001770 0.01 0.670 0.00 1006.80 472.53 1.011 473.543 5.0 3.14 0.153 473.696 0.00 0.788 2.00 0.00 0.00 0 0.00 3.42 0.00836 .002010 0.01 0.670 0.00 1010.22 472.56 0.974 473.534 5.0 3.29 0.168 473.702 0.00 0.788 2.00 0.00 0.00 0 0.00 3.16 0.00836 .002283 0.01 0.670 0.00 1013.38 472.59 0.938 473.525 5.0 3.45 0.185 473.710 0.00 0.788 2.00 0.00 0.00 0 0.00 1.59 0.00836 .002600 0.00 0.670 0.00 1014.97 472.60 0.904 473.504 5.0 3.63 0.204 473.708 0.00 0.788 2.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1014.97 472.60 0.670 473.270 5.0 5.42 0.456 473.726 0.00 0.788 2.00 0.00 0.00 0 0.00 34.71 0.00836 .008340 0.29 0.670 0.00 1049.68 472.89 0.670 473.560 5.0 5.42 0.456 474.016 0.00 0.788 2.00 0.00 0.00 0 0.00 4.01 0.00827 .008340 0.03 0.670 0.00 1053.69 472.92 0.670 473.593 5.0 5.42 0.456 474.049 0.00 0.788 2.00 0.00 0.00 0 0.00 47.11 0.00827 .008030 0.38 0.670 0.00 1100.80 473.31 0.683 473.996 5.0 5.27 0.431 474.427 0.00 0.788 2.00 0.00 0.00 0 0.00 14.78 0.00827 .007243 0.11 0.670 0.00 1115.58 473.44 0.707 474.142 5.0 5.03 0.392 474.534 0.00 0.788 2.00 0.00 0.00 0 0.00 5.01 0.00827 .006351 0.03 0.670 0.00 1120.59 473.48 0.733 474.210 5.0 4.79 0.356 474.566 0.00 0.788 2.00 0.00 0.00 0 0.00 2.37 0.00827 .005570 0.01 0.670 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B -1 " (FN C: \WSPG1 \33597 \33597.B1L) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR OG ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR 1122.96 473.50 0.759 474.255 5.0 4.57 0.324 474.579 0.00 0.788 2.00 0.00 0.00 0 0.00 0.46 0.00827 .004875 0.00 0.670 0.00 1123.42 473.50 0.788 474.288 5.0 4.35 0.294 474.582 0.00 0.788 2.00 0.00 0.00 0 0.00 s r s, DATE: 12/14/2007 TIME: 9:26 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.85 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " B -lA " (FN C: \WSPG1 \33597 \33597.B1A) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 473.75 18 474.29 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.63 474.00 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.63 474.00 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1019.63 474.00 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -lA " (FN C: \WSPG1 \33597 \33597.B1A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR w w" .D ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR 1002.31 473.75 0.417 474.167 2.0 4.99 0.386 474.553 0.00 0.533 1.50 0.00 0.00 0 0.00 0.02 0.01443 .012657 0.00 0.400 0.00 1002.33 473.75 0.417 474.167 2.0 4.98 0.384 474.551 0.00 0.533 1.50 0.00 0.00 0 0.00 7.65 0.01443 .011827 0.09 0.400 0.00 1009.98 473.86 0.432 474.293 2.0 4.74 0.349 474.642 0.00 0.533 1.50 0.00 0.00 0 0.00 4.10 0.01443 .010356 0.04 0.400 0.00 1014.08 473.92 0.447 474.367 2.0 4.52 0.318 474.685 0.00 0.533 1.50 0.00 0.00 0 0.00 2.40 0.01443 .009068 0.02 0.400 0.00 1016.48 473.95 0.463 474.418 2.0 4.31 0.288 474.706 0.00 0.533 1.50 0.00 0.00 0 0.00 1.58 0.01443 .007941 0.01 0.400 0.00 1018.06 473.98 0.479 474.456 2.0 4.12 0.263 474.719 0.00 0.533 1.50 0.00 0.00 0 0.00 0.92 0.01443 .006954 0.01 0.400 0.00 1018.98 473.99 0.496 474.487 2.0 3.92 0.239 474.726 0.00 0.533 1.50 0.00 0.00 0 0.00 0.56 0.01443 .006091 0.00 0.400 0.00 1019.54 474.00 0.513 474.512 2.0 3.74 0.217 474.729 0.00 0.533 1.50 0.00 0.00 0 0.00 0.09 0.01443 .005319 0.00 0.400 0.00 1019.63 474.00 0.533 474.533 2.0 3.55 0.196 474.729 0.00 0.533 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.63 474.00 0.815 474.815 2.0 0.35 0.002 474.817 0.00 0.136 5.85 7.00 0.00 0 0.00 s s s� DATE: 12/14/2007 TIME: 9:26 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.85 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING' HEADING LINE NO 3 IS - LAT. " B -1B (FN C: \WSPG1 \33597 \33597.B1B) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.32 473.75 18 474.29 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.63 474.00 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.63 474.00 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1019.63 474.00 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE-ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -1B " (FN C: \WSPG1 \33597 \33597.B1B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR w" 0-) o-)l ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR **************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1002.32 473.75 0.522 474.272 3.0 5.48 0.467 474.739 0.00 0.659 1.50 0.00 0.00 0 0.00 4.43 0.01444 .011656 0.05 0.500 0.00 1006.75 473.81 0.531 474.345 3.0 5.36 0.446 474.791 0.00 0.659 1.50 0.00 0.00 0 0.00 5.54 0.01444 .010569 0.06 0.500 0.00 1012.29 473.89 0.550 474.444 3.0 5.10 0.404 474.848 0.00 0.659 1.50 0.00 0.00 0 0.00 3.24 0.01444 .009269 0.03 0.500 0.00 1015.53 473.94 0.570 474.511 3.0 4.87 0.368 474.879 0.00 0.659 1.50 0.00 0.00 0 0.00 2.13 0.01444 .008129 0.02 0.500 0.00 1017.66 473.97 0.590 474.562 3.0 4.64 0.334 474.896 0.00 0.659 1.50 0.00 0.00 0 0.00 1.15 0.01444 .007133 0.01 0.500 0.00 1018.81 473.99 0.612 474.600 3.0 4.42 0.304 474.904 0.00 0.659 1.50 0.00 0.00 0 0.00 0.68 0.01444 .006263 0.00 0.500 0.00 1019.49 474.00 0.634 474.632 3.0 4.22 0.276 474.908 0.00 0.659 1.50 0.00 0.00 0 0.00 0.14 0.01444 .005487 0.00 0.500 0.00 1019.63 474.00 0.659 474.659 3.0 4.02 0.250 474.909 0.00 0.659 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.63 474.00 1.021 475.021 3.0 0.42 0.003 475.024 0.00 0.179 5.85 7.00 0.00 0 0.00 W) 0), W, DATE: 12/14/2007 TIME: 9:30 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 5.96 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - w W S ELEV 479.05 W S ELEV 0.00 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 71.50 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 14.10 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 LINE " B -2 " (FN C: \WSPG1 \33597 \33597.B2L) F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1002.83 478.00 24 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1017.81 478.17 24 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1073.94 478.82 24 0.013 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 1098.60 479.11 24 0.013 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N 1261.04 481.00 24 0.013 ELEMENT NO 6 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT 1261.04 481.00 24 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING w W S ELEV 479.05 W S ELEV 0.00 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 71.50 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 14.10 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 w W) 07), ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B -2 " (FN C: \WSPG1 \33597 \33597.B2L) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR 1002.83 478.00 0.679 478.679 6.0 6.39 0.634 479.313 0.00 0.866 2.00 0.00 0.00 0 0.00 14.98 0.01135 .011482 0.17 0.680 0.00 1017.81 478.17 0.677 478.847 6.0 6.40 0.637 479.484 0.00 0.866 2.00 0.00 0.00 0 0.00 56.13 0.01158 .011734 0.66 0.680 0.00 1073.94 478.82 0.671 479.491 6.0 6.49 0.653 480.144 0.00 0.866 2.00 0.00 0.00 0 0.00 13.46 0.01176 .011942 0.16 0.671 0.00 1087.40 478.98 0.671 479.649 6.0 6.49 0.653 480.302 0.00 0.866 2.00 0.00 0.00 0 0.00 11.20 0.01176 .011908 0.13 0.671 0.00 1098.60 479.11 0.672 479.782 6.0 6.47 0.651 480.433 0.00 0.866 2.00 0.00 0.00 0 0.00 41.29 0.01163 .011875 0.49 0.672 0.00 1139.89 479.59 0.672 480.262 6.0 6.47 0.651 480.913 0.00 0.866 2.00 0.00 0.00 0 0.00 43.02 0.01163 .011770 0.51 0.672 0.00 1182.91 480.09 0.674 480.765 6.0 6.44 0.644 481.409 0.00 0.866 2.00 0.00 0.00 0 0.00 49.80 0.01163 .010943 0.54 0.672 0.00 1232.71 480.67 0.698 481.368 6.0 6.13 0.584 481.952 0.00 0.866 2.00 0.00 0.00 0 0.00 13.78 0.01163 .009592 0.13 0.672 0.00 1246.49 480.83 0.723 481.554 6.0 5.85 0.531 482.085 0.00 0.866 2.00 0.00 0.00 0 0.00 6.92 0.01163 .008410 0.06 0.672 0.00 1253.41 480.91 0.749 481.660 6.0 5.58 0.483 482.143 0.00 0.866 2.00 0.00 0.00 0 0.00 3.97 0.01163 .007376 0.03 0.672 0.00 1257.38 480.96 0.776 481.733 6.0 5.32 0.439 482.172 0.00 0.866 2.00 0.00 0.00 0 0.00 0-) 2.12 0.01163 .006474 0.01 0.672 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " B -2 " (FN C: \WSPG1 \33597 \33597..B2L) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR •,►, e* ww+ ewwwwwwwwwwwww, tww, t, twwww*, twwwwwwwwwwwww�www�wwwwwwww*** w: wwwirw. ww, tw** www, t, e*, es** wwwwww* w�** e* wwwrwwww�� ,twww :ww.•w + : * *wtrswtwte *wt 1259.50 480.98 0.805 481.787 6.0 5.07 0.399 482.186 0.00 0.866 2.00 0.00 0.00 0 0.00 1.22 0.01163 .005685 0.01 0.672 0.00 1260.72 481.00 0.834 481.830 6.0 4.83 0.363 482.193 0.00 0.866 2.00 0.00 0.00 0 0.00 0.32 0.01163 .004982 0.00 0.672 0.00 1261.04 481.00 0.866 481.866 6.0 4.60 0.329 482.195 0.00 0.866 2.00 0.00 0.00 0 0.00 DATE: 12/14/2007 TIME: 9:31 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.01 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " B -2A " (FN C: \WSPG1 \33597 \33597.B2A) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 481.25 18 481.87 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.63 481.75 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.63 481.75 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT W S ELEV 1019.63 481.75 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWRDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -2A " (FN C: \WSPG1 \33597 \33597.B2A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 0) w- 07) ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR rw, r, r* w, r* � ,r,rr,r *,twx,r� *,rww,r,r,e *ww *, rye, r�w�w, r�ww+ r*** ww** ww�, �w�, t�, t, e*, r*, t, t, t*, t, t, t�, twwws, efef�ss*, t, t, t, t, rw, e+ rtr� * * *�,te *r *,t,t►,twww+r * * *,t ,t ,t ,tr,twww *w,r,��,t * *+r +r 1002.31 481.25 0.452 481.702 3.0 6.68 0.693 482.395 0.00 0.659 1.50 0.00 0.00 0 0.00 3.58 0.02887 .019994 0.07 0.410 0.00 1005.89 481.35 0.462 481.815 3.0 6.48 0.652 482.467 0.00 0.659 1.50 0.00 0.00 0 0.00 3.95 0.02887 .017926 0.07 0.410 0.00 1009.84 481.47 0.478 481.946 3.0 6.17 0.592 482.538 0.00 0.659 1.50 0.00 0.00 0 0.00 2.80 0.02887 .015699 0.04 0.410 0.00 1012.64 481.55 0.495 482.043 3.0 5.89 0.539 482.582 0.00 0.659 1.50 0.00 0.00 0 0.00 2.05 0.02887 .013759 0.03 0.410 0.00 1014.69 481.61 0.513 482.120 3.0 5.62 0.490 482.610 0.00 0.659 1.50 0.00 0.00 0 0.00 1.58 0.02887 .012060 0.02 0.410 0.00 1016.27 481.65 0.531 482.184 3.0 5.36 0.446 482.630 0.00 0.659 1.50 0.00 0.00 0 0.00 1.17 0.02887 .010569 0.01 0.410 0.00 1017.44 481.69 0.550 482.237 3.0 5.10 0.404 482.641 0.00 0.659 1.50 0.00 0.00 0 0.00 0.86 0.02887 .009269 0.01 0.410 0.00 1018.30 481.71 0.570 482.281 3.0 4.87 0.368 482.649 0.00 0.659 1.50 0.00 0.00 0 0.00 0.64 0.02887 .008129 0.01 0.410 0.00 1018.94 481.73 0.590 482.320 3.0 4.64 0.334 482.654 0.00 0.659 1.50 0.00 0.00 0 0.00 0.39 0.02887 .007133 0.00 0.410 0.00 1019.33 481.74 0.612 482.353 3.0 4.42 0.304 482.657 0.00 0.659 1.50 0.00 0.00 0 0.00 0.25 0.02887 .006263 0.00 0.410 0.00 1019.58 481.75 0.634 482.382 3.0 4.22 0.276 482.658 0.00 0.659 1.50 0.00 0.00 0 0.00 0.05 0.02887 .005487 0.00 0.410 0.00 LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -2A " (FN C: \WSPG1 \33597 \33597.B2A) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR W, s) w-, ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1019.63 481.75 0.659 482.409 3.0 4.02 0.250 482.659 0.00 0.659 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.63 481.75 1.021 482.771 3.0 0.42 0.003 482.774 0.00 0.179 6.01 7.00 0.00 0 0.00 DATE: 12/14/2007 TIME: 9:32 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 6.01 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC. CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - PAGE NO 3 LAT. " B -2B " (FN C: \WSPG1 \33597 \33597.B2B) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.31 481.25 18 481.87 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.63 481.75 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.63 481.75 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORRS U/S DATA STATION INVERT SECT W S ELEV 1019.63 481.75 1 0.00 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP FOS15P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -2B " (FN C: \WSPG1 \33597 \33597.B2B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR 0) w ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1002.31 481.25 0.452 481.702 3.0 6.68 0.693 482.395 0.00 0.659 1.50 0.00 0.00 0 0.00 3.58 0.02887 .019994 0.07 0.410 0.00 1005.89 481.35 0.462 481.815 3.0 6.48 0.652 482.467 0.00 0.659 1.50 0.00 0.00 0 0.00 3.95 0.02887 .017926 0.07 0.410 0.00 1009.84 481.47 0.478 481.946 3.0 6.17 0.592 482.538 0.00 0.659 1.50 0.00 0.00 0 0.00 2.80 0.02887 .015699 0.04 0.410 0.00 1012.64 481.55 0.495 482.043 3.0 5.89 0.539 482.582 0.00 0.659 1.50 0.00 0.00 0 0.00 2.05 0.02887 .013759 0.03 0.410 0.00 1014.69 481.61 0.513 482.120 3.0 5.62 0.490 482.610 0.00 0.659 1.50 0.00 0.00 0 0.00 1.58 0.02887 .012060 0.02 0.410 0.00 1016.27 481.65 0.531 482.184 3.0 5.36 0.446 482.630 0.00 0.659 1.50 0.00 0.00 0 0.00 1.17 0.02887 .010569 0.01 0.410 0.00 1017.44 481.69 0.550 482.237 3.0 5.10 0.404 482.641 0.00 0.659 1.50 0.00 0.00 0 0.00 0.86 0.02887 .009269 0.01 0.410 0.00 1018.30 481.71 0.570 482.281 3.0 4.87 0.368 482.649 0.00 0.659 1.50 0.00 0.00 0 0.00 0.64 0.02887 .008129 0.01 0.410 0.00 1018.94 481.73 0.590 482.320 3.0 4.64 0.334 482.654 0.00 0.659 1.50 0.00 0.00 0 0.00 0.39 0.02887 .007133 0.00 0.410 0.00 1019.33 481.74 0.612 482.353 3.0 4.42 0.304 482.657 0.00 0.659 1.50 0.00 0.00 0 0.00 0.25 0.02887 .006263 0.00 0.410 0.00 1019.58 481.75 0.634 482.382 3.0 4.22 0.276 482.658 0.00 0.659 1.50 0.00 0.00 0 0.00 0.05 0.02887 .005487 0.00 0.410 0.00 LICENSEE: MORSE CONSULTING GROUP FO515P PAGE 2 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " B -2B " (FN C: \WSPG1 \33597 \33597.B2B) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR w- w" r ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO 3F AVE HF NORM DEPTH ZR t**, t* r, t, r, t, r, r*, r, rww, r, rw, r, rrrwr, r* w, ew, e* r, e, rw, r�, r, r, e* �**, r�, ew, twr, trwrrw* ww, t*, t*, tr, r* wr, t, twwr, trw*** r*:, trr, t, t, t, t***, t, t, t, r, ts, t, t, tww, e�, r*, �ww ,e,e�,e *,r,rww *,rr,r,tw,r + *,t 1019.63 481.75 0.659 482.409 3.0 4.02 0.250 482.659 0.00 0.659 1.50 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1019.63 481.75 1.021 482.771 3.0 0.42 0.003 482.774 0.00 0.179 6.01 7.00 0.00 0 0.00 s s r DATE: 3/ 5/2008 TIME: 11:23 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 4.59 21.00 0.00 CD 18 4 1.50 CD 24 4 2.00 CD 30 4 2.50 CD 36 4 3.00 F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LINE " D " (FN C: \WSPG1 \33597 \33597.D) F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1005.92 460.20 36 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1021.04 462.20 36 0.013 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1023.34 462.50 36 0.013 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1029.34 463.00 24 24 0 0.013 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N 1038.56 463.18 24 0.013 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N W S ELEV 466.00 PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 * * * Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2.4 0.0 463.00 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 44.60 0.00 0 RADIUS ANGLE ANG PT MAN H s r 09 1069.14 463.78 24 0.013 0.00 0.00 0.00 0 ELEMENT NO 7 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1069.14 463.78 1 0.013 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1069.14 463.78 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LINE " D " (FN C: \WSPGI \33597 \33597.D) STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR w**, t+► w, t, t****, t***, r, rww*** w, r******, t******* w** w**, t** w*, r, r*, t, t, t, t*, t, r* s, t, t, t, t, r*** ww* w, t** w**, r**, t, t, t, t, t, tw, r, tww, rww******** * * * *w*w * *wwww,rw,r *,t *,t * *w * *,r 1005.92 460.20 5.800 466.000 10.8 1.53 0.036 466.036 0.00 1.041 3.00 0.00 0.00 0 0.00 15.12 0.13228 .000262 0.00 0.430 0.00 1021.04 462.20 3.804 466.004 10.8 1.53 0.036 466.040 0.00 1.041 3.00 0.00 0.00 0 0.00 2.30 0.13043 .000262 0.00 0.430 0.00 1023.34 462.50 3.505 466.005 10.8 1.53 0.036 466.041 0.00 1.041 3.00 0.00 0.00 0 0.00 JUNCT STR 0.08333 .000821 0.00 0.00 1029.34 463.00 2.965 465.965 8.4 2.67 0.111 466.076 0.00 1.033 2.00 0.00 0.00 0 0.00 9.22 0.01952 .001379 0.01 0.701 0.00 1038.56 463.18 2.814 465.994 8.4 2.67 0.111 466.105 0.00 1.033 2.00 0.00 0.00 0 0.00 30.58 0.01962 .001379 0.04 0.700 0.00 1069.14 463.78 2.256 466.036 8.4 2.67 0.111 466.147 0.00 1.033 2.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1069.14 463.78 2.478 466.258 8.4 0.16 0.000 466.258 0.00 0.171 4.59 21.00 0.00 0 0.00 S w, W", 0_9 DATE: 3/ 5/2008 TIME: 14:10 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 2 0 0.00 3.57 7.00 0.00 CD 18 4 1.50 CD 24 4 2.00 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TRACT 33597 100YR HYDRAULIC CALCULATIONS HEADING LINE NO 2 IS - PREPARED BY MDS CONSULTING HEADING LINE NO 3 IS - LAT. " D -1 " (FN C: \WSPG1 \33597 \33597.D1) F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1002.37 463.00 24 466.00 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1044.23 463.84 24 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1044.23 463.84 1 0.200 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1044.23 463.84 1 0.00 NO EDIT ERRORS ENCOUNTERED- COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC LICENSEE: MORSE CONSULTING GROUP F0515P PAGE 1 WATER SURFACE PROFILE LISTING TRACT 33597 100YR HYDRAULIC CALCULATIONS PREPARED BY MDS CONSULTING LAT. " D -1 " .(FN C: \WSPG1 \33597 \33597.D1) STATION INVERT DEPTH . W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR w" w 07), ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR t, tww, rww*, t, t*, t*, t, t, t***, twfr*, t* �r, t�wr�w* wr, rk*, e**, t, t, t*, t, t, e, e, tw, eww, e, t, t, tw, r, e, t, tww, ewwww, e, r, rww, e, tw ,e,t *,t,t,t,t,t,tww,r,t,tws,t, tie* s, t*, t, is ,t,t,r,e *wrw * *,tr,r,t *wr *rr *,t ,r ,t *w,� 1002.37 463.00 3.000 466.000 3.7 1.18 0.022 466.022 0.00 0.674 2.00 0.00 0.00 0 0.00 41.86 0.02007 .000268 - 0.01 0.460 0.00 1044.23 463.84 2.171 466.011 3.7 1.18 0.022 466.033 0.00 0.674 2.00 0.00 0.00 0 0.00 WALL ENTRANCE 0.00 1044.23 463.84 2.213 466.053 3.7 0.24 0.001 466.054 0.00 0.206 3.57 7.00 0.00 0 0.00 REFERENCES Appendix F 79.900 Avenue a7 . M O E S E Suite 208 In Quinto, CA 92253 S C H U l T i Voice: 760. 771 -4013 FAX 760.771.4073 PLANNERS ENGINEERS SURVEYORS ii�, PRECIPITATION: Storm Duration Rainfall Reading from Riverside County Flood Control Chart Plate D -4 & Plate E -5 2 Year Storm (Inch) 100 Year Storm (Inch) 1 Hr 0.5 1.9 3 Hr 0.7 2.5 6 Hr 1.0 3.0 24 Hr 1.6 3.75 CAWSPG 1 \33597\PRECI PITATI ON. DOC 11/27/2007 0 an 0A 0 b C'1 L �r r -D-I m N O a) V RAINFALL INTENSITY- INCHES PER HOUR CATHEDRAL CtTY) I CHERRY VALLEY DURATION FREQUENCY MINUTES 10 100 YEAR YEAR 5 .6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 22 24 26 28 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 4.14 6.76 3.73 6.08 3.41 5.56 3.15 5.15 2.95 4.81 2.77 4.52 2.62 4.28 2.49 4.07 2.38 3.88 2.28 3.72 2.19 3.58 2.11 3.44 2.04 3.32 1.97 3.22 1.91 3.12 1.85 3.03 1.75 2.86 1.67 2.72 1.59 2.60 1.52 2.49 1.46 2.39 1.41 2.30 1.36 2.22 1.32 2.15 1.28 2.09 1.24 2.02 1.16 1.89 1.09 1.78 1.03 1.68 .98 1.60 .94 1.53 .90 1.46 .86 1.41 .83 1.35 .80 1.31 SLOPE = .580 DURATION FREQUENCY MINUTES 6 2.96 4.53 .10 100 4.21 YEAR YEAR 5 3.65 5.49 6 3.30 4.97 7 3.03 4.56 8 2.82 4.24 9 2.64 3.97 10 2.49 3.75 11 2.36 3.56 12 2.25 3.39 13 2.16 3.25 14 2.07 3.12 15 1.99 3.00 16 1.92 2.90 17 1.86 2.80 18 1.80 2.71 19 1075 2.64 20 1.70 2.56 22 1.61 2.43 24 1.54 2.32 26 1.47 2.22 28 1.41 2.13 30 1.36 2.05 32 1.31 1.98 34 1.27 1.91 36 1.23 1.85 38 1.20 1.80 40 1.16 1.75 45 1.09 1.64 50 1.03 1.55 55 .98 1.47 60 .93 1.40 65 .89 1.34 70 .85 1.29 75 .82 1.24 80 .79 1.20 85 .77 1616 SLOPE : .550 CORONA I DESERT HOT SPRINGS I ELSINORE - MILDOMAR DURATION FREQUENCY MINUTES 6 2.96 4.53 10 100 4.21 YEAR YEAR 5 3.10 4.78 6 2.84 4.38 7 2.64 4.07 8 2.47 3.81 9 2.34 3.60 10 2.22 3.43 11 2.12 3:27 12 2.04 3.14 13 1.96 3.02 14 1.89 2.92 15 1.83 2.82 16 1.77 2.73 17 1.72 2.66 18 1.68 2.58 19 1.63 2.52 20 1.59 2.46 22 1.52 2.35 24 1.46 2.25 26 1.40 2.17 28 1.36 2.09 30 1.31 2.02 32 1.27 1.96 34 1.23 1.90 36 1.20 1.85 38 1.17 1.81 40 1.14 1.76 45 1.08 1.66 50 1.03 1.58 55 .98 1.51 60 .94 1.45 65 .90 1.40 70 .87 1.35 75 .84 1.30 80 .82 1.26 85 .80 1.23 SLOPE _ .480 DURATION FREQUENCY MINUTES 6 2.96 4.53 10 100 4.21 YEAR YEAR 5 4.39 6.76 6 3.95 6.08 7 3.62 5.56 8 3.35 5.15 9 3.13 4.81 10 2.94 4.52 11 2.78 4.28 12 2.65 4.07 13 2.53 3.88 14 2.42 3.72 15 2.32 3.58 16 2.24 3.44 17 2.16 3.32 18 2.09 3.22 19 2.03 3.12 20 1.97 3.03 22 1.86 2.86 24 1.77 2.72 26 1.69 2.60 28 1.62 2.49 30 1.55 2.39 32 1.50 2.30 34 1.45 2.22 36 1.40 2.15 38 1.36 2.09 40 1.32 2.02 45 1.23 1.89 50 1.16 1.78 55 1.09 1.68 60 1.04 1.60 65 .99 1.53 70 .95 1.46 75 .91 1.41 80 .88 1.35 85 .85 1.31 SLOPE _ .580 DURATION FREQUENCY MINUTES 10 100 YEAR YEAR 5 3.23 4.94 6 2.96 4.53 7 2.75 4.21 8 2.58 3.95 9 2.44 3.73 10 2.32 3.54 11 2.21 3.39 12 2.12 3.25 13 2.04 3.13 14 1.97 3.02 15 1.91 2.92 16 1.85 2.83 17 1.80 2.75 18 1.T5 2.67 19 1.70 2.60 20 1666 2.54 22 1.59 2.43 24 1.52 2.33 26 1.46 2.24 28 1.41 2.16 30 1.37 2.09 32 1.33 2.03 34 1.29 1.97 36 1.25 1.92 38 1.22 1.87 40 1.19 1.82 45 1.13 1.72 50 1.07 1.64 55 1.02 1.56 60 .98 1.50 65 .94 1.44 70 .91 1.39 75 .88 1.35 80 .85 1.31 85 .83 1.27 SLOPE a .480 ill r RUNOFF INDEX NUMBERS OF HYDROLOGIC SOIL -COVER COMPLEXES FOR PERVIOUS AREAS -AMC II Cover Type (3) Quality of Cover (2) Soil Group A Bj C D NATURAL COVERS - Barren 78 861 93 91 (Rockland, eroded and graded land) Chaparrel, Broadleaf Poor 53 70 80 85 (Manzonita, ceanothus and scrub oak) Fair 40 63 75 81 Good 31 57 71 78 Chaparrel, Narrowleaf Poor 71 82. 88 91 (Chamise and redshank) Fair 55 72 81 86 Grass, Annual or Perennial Poor 67 78 86 89 Fair 50 69 79 84 Good 38 61 74 80 Meadows or Cienegas Poor 63 77 85 88 (Areas with seasonally high water table, Fair 51 70 80 84 principal vegetation is sod forming grass) Good 30 58 72 78 Open Brush Poor 62 76 84 88 (Soft wood shrubs - buckwheat, sage, etc-.) Fair 46 66 77. 83 Good 41 63 75 81 Woodland Poor 45 66 77 83 (Coniferous or broadleaf trees predominate. Fair 36 60 73 79 Canopy density is at least'50 percent) Good 28 55 70 77 Woodland, Grass Poor 57 73 82 86 (Coniferous or broadleaf trees with canopy Fair 44 65 77 82 density from 20 to 50 percent) Good 33 58 72 79 URBAN COVERS - Residential or Commercial Landscaping Good 32 56 75 (Lawn, shrubs, etc.) r69 Turf Poor 58 74 87 (Irrigated and mowed grass) Fair 44 65 82 Good 33 58 72 79 AGRICULTURAL COVERS - Fallow 76 85 90 92 (Land plowed but not tilled or seeded) R C F C 1k W C D RUNOFF INDEX NUMBERS HYDROLOGY J\ilA NUAL FOR . PERVIOUS AREA PLATE D -5.5 0 of 2) li, 16 ACTUAL IMPERVIOUS COVER Recommended Value Land Use (1) Range- Percent For Average Conditions- Percent(2 Natural or'Agriculture 0 - 10 O Single Family Residential: (3) 40,000 S. F. (1 Acre) Lots 10 - 25 20 20,000 S. F. (1i Acre) Lots 30 - 45 40 7,200 - 10,000 S: F. Lots 45 - 55 50 Multiple Family Residential: Condominiums 45 - 70 65 Apartments 65 - 90 80 Mobile Home Park 60 - 85 75 I.. Commercial, Downtown I 80 -100 I 90 Business or Industrial Notes: 1. Land use should be based on ultimate development of the watershed. Long range master plans for the County and incorporated cities should be reviewed to insure reasonable land use assumptions. 2. Recommended values are based on average conditions which may not apply to a particular study area. The percentage impervious may vary greatly even on comparable sized lots due to differences in dwelling size, improvements, etc. Landscape practices.should also be considered as it is common in some areas to use ornamental grav- els underlain by impervious plastic materials in place of lawns and shrubs. A field investigation of a study area should always be made, and a review of aerial photos, where available may assist in estimat- ing the percentage of impervious cover in developed areas. 3. For typical horse ranch subdivisions increase impervious area 5 per- cent over the values recommended in the table above. RCFC & WCD rJYDRDLJGY MANUAL L IMPERVIOUS COVER FOR DEVELOPED AREAS PLATE D -5.6 5 6E RBE .ti I r Z ;4 •_ ';7 j f Ag _'4 _4 r�.Y. T, wlo_�> 77; No N.. t 7� 7T J St. su _. s7-1i A' 7-; 7 A_� r 44- A J - A. - - .: .. - z L; dr-Z 7 1 -7 7 4 ME r X L: 7 "y 4 rr L ';AoumrAN�rJl.i:,4 .!r ------------- L a 11 LAKEv4fw -1 s ID 1� _0 N och, 0 Y ;CIA, E, f r_ r E - 4 N� L"A N ' w. Y. ts 30 c_ �Gi pt c —rFf4 N30 J.y 73 k-r L v • AW T0.1 s gay :.om ca iiig i'd 1 A u IL, N _U B I :n. - i -` - � a � - J� rro„r.r..+ � ..1 r .. ,\ • I { ii P' � ❑ " :i � 1 - - � •� K c F wc D. P A 0A, Ir - 7%_ -cam .4k\, jk4 A �r+—_ q '4 rp L' L 2,1 CONTROL 7 C. RIVERSIDE E COUNTY FLOOD CONT A N 0 r TFR CONSERVATION DISTRICT C 1�4 P WA c" 4 ':1, 1 -7 tr. YEAR F HOUR _;iT 100 _y at_ i A It PRECIPITATION -�j �za =:7 .7, 7.0'� Pz �sle IZA ;'j-0-up R'5 I 6 R2E I za Fc jy Km .4 ell TAII LL Fl. 17 f 4. MAP ou 6v RIVERSIDE COUNTY FLOOD CONTROL ni;z- WATER CONSERVATION DISTRICT 100-YEAR 6,- HOUR PRECIPITATION PLAT E E-5.4 - i t we" 1 W-1 BEQMARD�NCF h I— "'—Zo -%�t! v Illu -7 7�7 it' g A- �;;W j Z - � A-4' 44 L E: FX'- N 7- -s In 1 !ols?l n� AR A! U A s— Jr, �i <j ac- f 9i Ty I - . - - o 7—, Kc- ---z ....... COUNTY FLOO D CONTROL 7 RIVERSIDE AND DISTRICT TER WA CONSERVATION i L: X� 5 -AR —24,- HOUR lu .7 d -F.Af 100-YE PRECIPITATION b r ILI _R 0 —5.6 E J* FL ATE W: r N, Apk: moh i t we" 1 W-1 BEQMARD�NCF h I— "'—Zo -%�t! v Illu -7 7�7 it' g A- �;;W j Z - � A-4' 44 L E: FX'- N 7- -s In 1 !ols?l n� AR A! U A s— Jr, �i <j ac- f 9i Ty I - . - - o 7—, Kc- ---z ....... COUNTY FLOO D CONTROL 7 RIVERSIDE AND DISTRICT TER WA CONSERVATION i L: X� 5 -AR —24,- HOUR lu .7 d -F.Af 100-YE PRECIPITATION b r ILI _R 0 —5.6 E J* FL ATE W: r N, - j - - r. r Lt' _ ��'_ _ �'^ - : 3 " ' 3 >� - - _ �••¢ -- �"� `:..- ":'_' -:'� _ .r(�'_ G '�-a� � .1.1 ,,.,.a..- ..r i F' - co.0 c ` s 1 _ -�'�3 ,:�rTi..Jt F k - _ _ S�" ..t -3'. ~ \_.'[e..,' • :4:e•e<�.',' � :1, r- rx9 _ � - - Jlr, -- - it ,ri/!' _ �' - 't°\- ,•�`_, .oEt J - � _ �. :� _ �,�- _ -r\ � _�.,. 4 1 =� �•.1(r_ rye. y.; _ 1' r. �\. iii .•r< -•, - �_s(�1.y" n_•: : :,� "� ��1: �..: �:.� 5.�;."cllZc .•aw.• � `. .r� .;� J _ 2,ve , l • -�• 4 '-�- '�J�' - :'7�,T, t 3: �:.F" _ i � ±�j +� ^''}�• `�,'+ . � j� _ �'T � �;.r.� �� .�'� :: :- -' - _ Wln.'tu< -E ...r �_= • a - _�. .late - "<!.'. �:: - _ - _ .l.mn, y �M ❑la. , _ ``I - . ter_: ,1�. - rte•• - - -... • _ _ , 2 x. - _ •a! - � J - L: J,S -1.: _ ^f i .Cam - _ - .'� - - i ^ :�' ''ate'', - -- .'•[Ja wi:r ''� :r , i\_•: ' ..mot• -'' _ �:s3 ^� :.'` -_ _- :'� ��(!. _ - - - - ': t�• ='.L... -.� . rte..,., - - • - - - - fir!• RT tfFB - - -I - 1 _ �L. • phi ��• 9 - - !:7 - - a iu[ =- - e 1 1 __ - -a. f•:t „� °. 'r - .f -x'..: k:it••�� }'�. \•' Vii. ` (�2� \� - ,!�•'/��_ � -' - .,+ �• y[. - ,.z• 3'. _= �K`t:•�r � ��q- 't<r:�=- � "Ti.� - IG�,-�•_ -1'•' _ o ` W \ 1, - 1 -C -IT �� !:y1 i.ri ,j,. �'r `-' 4' •, _ :.•'i... _ 1:;..1.. i �_'1x- "_�c�- '\.� —_ - - Ir• ';+>" -_:>. •;< y ~"`�` -,�`\ .l: - '`,.. r.,r:TY` - `�: -'e:e� '\- - '-.L 'a �: � �1. :_ _ .$AN SEPN <ROInIYE ? '" l':ti,_ -♦ i J. - - .Vy !I._ - - .:.t. -AIVEB E -Ol.'1 Qv t �rr .) %' �rrOfA .✓. '�-1•' -Yr� - - Nom• l .'i _ «� _ti \. � � - _ £ Fes. �a[t� � .,`''` _� ��[� -�_ ":M " - - - _! � o r„ • — `\' _ _ ✓ Qt'III rota` - �:�. _ i'•' - - - �� -�'}• "'\i,� (� '1 •Iy. -�f �/ /ice — I r -- f 1 .Z � - � � 'C - - i'- � � :- !Y.':" ' i'e�v _•Y" r •� S•� �'�l' � 1 �� _ � er - >I{)IW IaPI �] �i� e = a J �• 1• - � - \:. - tea• \�tJ[, !:' --• °"�- ;r r � - -'�r ♦ ,L• J - U�/+ .t r . •=l S rti. j2 Y;rtru - }• r,e� :1� • �r _ �ti: a ti 3 1 to °ti> -.ti f.' 'i �;i' :V ! �" :..tlJl_:H "} f - 3. ', \ �I � _ t�� •�•�.�:. ^`L 'i� C"'->'� _ _�. _�r - r_e _ - e<er !. ` _ - _ tP' - - - ;.i/1 - _ Beotlno"1,.., 7:•�� f ./ \^'J ,_ �'_-e ' y� - - - \ 9 Cy- ' /., f ;�' - CL 'a r % f. 4_2 �It. _('r t �' - - � �f_I. rn.�i,_s -: ''a" - _._ Y. ��- _ _ °°•� "'va. -- ,;. >.5.:_! 4'- r•h.:�'�: -.Y _ �`-J l [%f 1• • :� - I . -T."' :•a .-.�- Lam\ ♦• - - r t - - 1 d - 1 - 1 �� .•fir _ _ 1 �• ` . =mow i � r •r l� ` t'. _ JJ r ••rr.r 1E _ .�-• �. f..- j:.>[.: - - .BSc`\ �. _ \ .1 s _ lalm _ S .•rte 3t - P � a, i - �I � '1 •:tu 15 Y Y r� J - _ l _ 1• r - TY S_. [� ••tt L_ . o7G ti r • a ta•" - _ - _ I• V V 5 \-I - J ^ - it _ U � - , — "i fa _ wry.- . . I a. : 1._� - ! • o - ~ - 9 . \ ' ', :. -•..-: .: 3..., � -' -� �...,. _ ��" ttp ue, riilJf'1'.'.' A. �• - - — 'A„[ - >Z' .a . � Y'; _ '1. , IJ,rua • E w' J a •t\ , ;vim'':: _ - 7 F' ,,. �: - _ __ s _ - 1 � _ _ _ _ .-� =�. _ - -.-_ _= •`may -'' :: Lv r - •n ` i C Mr 1 J ` �I - II I•' 1 - - d .o �.•i, r-. ` '\�� 4 - t' x • r° J I =rt 7 ff• - I.. •.1. I - - - HV. V 1 tom'• '\ - O I �1 - �> Z k.. r - N r' - k �'rw • .� - u• �Y • - - - -Ail "> •1' ' " "ov t S a h A 1' 4 N r•,i il' /� '•� P .l - _ :ta •TF a -- 7 _ �f' -- 'mac. ••t o, T _ GJ a•. - ., _ 1. -�:•: :id''.1. :�ti-._ - - f- S ref. 'T�{��- . /< }��- ��, � {, •� - G E+a `. • - - ••t N I - '�l - • W. rto�. " -5i.: II�� ,(f�y z, r �� _.TniCj•rG4 . s' -r a. � •J _,: �;::�- i - \� 1 --ss-- { �,.5. - - + :ilONa wpta Ei • �W 4 rl „'- L� -c.;. - S t ^ ..'i,`.,y "�:. r . "C!•' _ 'JAY --; �4�•` - 'F' i - - ::�ella'f. ICrJ I - ��` .1,.�::'' _ - :1,,, __�`.•> - _ _ - l n I � T P ryr L - -c L - T , _ �• �J- .L .. , -� > � , .. r .. ._ : ~ - - ` . './•' °1ea.ri. .I.1•J :rt �l~ ' ? +\ 1 - I - I•N ��\ __ 1___ . ..- . -t�_,G _... .. - _ Wu ,-,: , + .. L I _ t - .'iE - _ ,-r' yr. IO I' - y� 1• - `J too - �'. - 1 _.,.. \ .. .. - -- _- : I-. .,- ... .:.,r_ •_ �\ .. •' ,�: 1 �t f`,� 'I'- t., f. �'tr _ 3sE.R •c-. :; ` �.,/ •} � z .. - :. 1 .- � . - /.. �) .. ,,.: • ..n,� - -. ..� � _ - .. r• \ 1 / «,,., - „III• - _ _ _"ZB, _ 'rJ� G `•' '3\ t I: s c _ Jn '11 � - Cy 1' 9 y _ L I -1__ �J.. - �',�. 'C•- - "`�'' _�:4:,- ?s0[K[i J�r•.-°I'n� `II _ -! �Q�' .'� \•oJ.'•om:` <1 n�l- ,• :fi �� Cnt+ul,'yR:NClii`&'� � - _ - .Y'r <'' .��_i 7 4 r-. _ - 1 ,P F rU B � -:. •;,:. .: ._�K.' I'— .,+�' "Z.,,_'�, __rte . • L:'.\ �. ri_� c� _ E ..,,,,,,,,, . _ r '`•� . /" . � 'i . - �' • I �� 2_7 7 'J r t �p - 8 J ! t- I� •L r•- C snn• � � en Y S �” • 2 _ - - - . r ctr!isr /�- i -t :•�'i'•' - - ... C. . ar 7r - ' ✓.•'\.'` ,I�.: '. -� '°Y"¢" .w-• •fir n t `-. �a'�C' "C .•!(J•._ ',' I •o ,, 'r. !Q• :r - - "•"art.•- '.l.,l�r,. - :_ >I�•� _ t �l �� PEA \ r �' �,o _ . -7:r nKI'• _ vr. � ��f t -V.... .•o r '4 lR, r. .!. :i'Cr•_ 8 Ron '/; •e i6'_ .( - � �=_._ ] ' �` ',� - Y; A•T _ - - 11::- ..:�- - _ :=il I.: _ r ".�� •I' .'sue J. J p� va"1+.' �.. ',Ti 1... _�-' _ :r . .I -1' [v,,.n9.: �"- r rfrvE�TC cou•fTY - - _ r.�,.[: _.jet -C 'p,n.r /. RESE •19R� - 'l .- Y ^ti la. _ COUNTY FLOOD CONTROL �r sk. oJ�, _•t'- I .cam - ;' 1 r RIVERSIDE COON L - r -�' - - _ :< r •1:: ! ,S N ,,,,.• _ - .I :.T rl. E/irAv' •n nC - ',n• - S - -rte ` >\!.'4. - \. y'i`n. L• 9 _ _ _ y) < _ A N D ,[\C- 1 1 Ot,NVS �1.. :•� �' J�� 1- P"- .lam .'-f t'♦ JI: •�•\ _ _ T , v 5 .3 -,��, �'� .) • ` `•l'� - , {:� ` <'yl<: WATER CONSERVA.I \ /-.. \ J- { � •' /_ �! r=r ..•�, r`..�w✓'C\ _:av:._ -`. . �\ : � % >. +e-`� a� v, l . �s • ✓ - l� > � - :rs. 1 � 1 ,'G ?` --.�'� : -r.. �_. I . - • . i.`:. _ •a�-,n :� -. ,,...•- = '��'� -�J_. ��,.i-�— y n- Cr •1 - .$ 'd. �r_• -rzj T�\ = ;� •� - - .�:'�� -_ ,^ . \• �'•�^; -.':._ ��- -: �. :' i ON DISTRICT '\ ` \\ i S =! ''4m � [ Oi• •_��' .:%. � �� , � - <fC, _ N �.i� - `. 1i �:1 ' _ - - � s , 'i.r Y I _.� L � , o� 7'. _ - �_:.' =. .•Q:EVEyAx9� n�]rN{.::'DREST ,'�i� - I, !fir. =c_ �:�.� "^',, •r: :ySEC.''St: _ fn..°il..r r. -. I _ `. �' - - e,.:te��'1 - roEti.r'e�r�w•[ � ...F . -. �>n..' - _ se \' r= �- �'� - ^- _ ^-f•'; w ,.- _'_ �+^ :`2. e��'f.''•- �.4=' �� , \ ; •>„�� - "' P � J - ' <_. �- ... rT' e:�' ' :^ „ir , - r \ a _ t_. - - j r -.z'�; _ .1 -),� . � � '\ • - � • i_re - - I • � . � �'� • '� .:'v R I -1 10 - -, �� :°>t[ �••�.J _ 2 YEA U R �\ \'./t `� 4 _'� -'v _ L. \.'�.._• [ollbr 4.•,:: J'_'� J..._'A.a C•r•� _ _.y�.,,�f, /` ,:.�:+:` n •_„may`.:; - ..� i,l•.�� ('? `," r /' 5'r+i�- e' x 1 - h• ;t,•'.`•'s : = yi%:- .�er+sYfor- iefoE�nr �- _d:,•3[ 1_ _ -s_ _ _ �� _ - 'l- �f �.F. P, !�Y .� .C� Poo -.L t _ - ✓ - \'`��` c„ c\Li,� ,. "'I _ 'r�'- 4..^ _ �i „•�- :r °.•.- .-'.�. 1 P R E G I P I IA T ION ..T.r.F c I' J - - vt° - `. .eu::.o niao 1pt'�: • may: -- i n _r+- ' -,,•_' z ^♦' -.J - '2,c',�'S.- .,J .{ -��., •.\-T6ti'` b> = /_: �n ht�cnlA•� ^...:_t � {.w..�, /` �•: �,�� - t... -` - -', :}•' -- '� -- -- _ _ _ � ,,� ,-?� ._ °.O i•,t. � -� +� _ - S - It �_t r «.:�� '!`* —' .,��., , -K ; rloacs- -� r `v. ti yv ` - ti� -.'ti ., :;.r•' _ -- ...- ° •an ' -tom'• y -Y '� - L C "I; ,-0 $'I , ',_ I''� °T -I•ree ,n O:a`, '�_flr +- _ - - to '•-•C:... i• ''T 1 "•t .z :. ?,.'•: " \, ~'�: �.JsIZ.: :ti. %r: - "�CZ. \` 1 •j�...,,F Ylrivl.' rt3K -SCr Al y �- 1'JC+.'� \''�,•r�', ';v-, 9. \:' _ _r� .?=�_ '�- - __� .r_; - i ': �t� �,. - > r. `�`� , .y. / ✓+, too "I.N -- ' - - -- I 'f ?' - .'Flla'si?v�. � 'are -\ -` � _ .,,•�. -� f� -: .•�.� '.C+s�ese; .[.wt>o<e '. a"a,. :u; °•'`�'. \_ - v -I`v \ � :is�:f. - � � -. •,,.t' I_' - -< "mod••, �' .\ "'!°t - �• � - 'i'�"bG�L'�% 1'?` "c: "�.,�` , I : rC' 3'!• .c' .ArY�.'s.J <:r - °•.� o -C -t 2 E ` FZ W j: � ( 1 i' ,(n olf;, :! •;(n .._ _ I>, �1.� �-`� '- J:l�:_{.,'�; �;y. ;,: 'J.� �l_rr:l.`i;, qI�' 1' r�p�� -a f� I /�� ,.• - , �, : .� itt. �� , 1C ', •I: Ity .1�' ,.1 'F-' ,,h J•y'' ., i `c" .1 t... -, ',r��,t �, .fy !t:L 1. %�._ •J -- i/. O ` B o I I1.._L- : ry ....'. ::i'. !G',.t''{! :C.,�. a m i i;� , ,-r'" ,�``•,1. ' :iJ •7 'M'!'•�•:- ,t.'� .., ,- /- ..%'7 wl7�a _...1971 --. I.f U LL < lr I I i ;:µa,� m /i i, .f:, J�! :e!i S�[[�I�,I, `94, i:.r`' :;'� y r,'' I� ✓� �% ��I -! -' z 11 I I .'r `''� ,I¢ 1)�. s 4 7,'•{ ,fA'i:'.'�!i�:.. " / "`" '" i�J. 1. ,, o, °Jf iv'�I/ .Co O F- Li ! , ri •! '" ` F .`t'r•4, •, r,';' �'^ ,,'F,!;:;.1:'� :: t. / 'l. , lei t 'o a �.,pl,z{' U In p ,._ 'I ,I.:'•:. _...!,i .., a'.i ._ I /• ,' 1 ,,t "tit 1 {1'/ i•l :`~. 'f. °'.%a`.`;�, "ii I" j •:// : I.:_. 1!'�!• i{•• •,' %.•. `J� Z LL .:i z L�r • t il. r,. ,1: ... I 4 `1 ''1 / ?•' J, a,' :1 I /� a �1'I, C I J o 1 ~ • �� >" '"o `p.. i 1 /� :.4 ,�)' .�� +i' '' 1 / j � I ° . �•' ^'y.+, ' ./' �. �.,,-'-'� O O �- 1--- LZ 1i > q . 'I •J� , :, ')r ii 9: J!- ''r,.M1S,I'r. _... t .�• (i./ �`' i..� 1 \r. ; I 'a r,+ •'i1 °I wl,�'y +^ f ' n !� '.� ..!• A• i"�•'. .�{' ''Yh',,1 I,r , , +, ,•� l� �i u Wa• '•,:� r• ',rl,• ,t /, +'�'a1 •`A.,( t Q_ i ''i, � i.' iJ' ' t \ J' �.J'•'';fl'� .x•�.1(�..!:•,'•' j��.f�.1',�: M-1 /�,�Sf� 1 ` ":I�?j�'+-�' '••'\ '7: :,}1�21��'• � Z W I _ A ,i n _7 I :��' ` IiI:. , Irl � \' � `1... i� � ( /�! ,i 1 � 'i t�,: Q.•1.�. " ''•�,Y':' �';L'i � In U ry 11• :• I,. ,\I ,� �r „• l�ry _;'�•• J -• � :,� 5'�. .,i� 'i 1 j. O ,� c 1 1 i! I .b ,. j: -i.-J %'�� .:' \r• �'I j i :�'�'�, .I +!y ,,:dt: I• u O W %' '., )•' l ''l is •ir,'.;' :•,'l,\,_'�,y:r, (t• V //[�� .I .,A �•;: '�t'l,, I r.r: _�. 1 ,tir, %'• i�:. .. }U'S•. '', +�l':i .�,.:..'. ,t"r ,,. '.�:,n 1! '.�„i”. iI / cn\ ''J ll � 1 •�'�� •i �° t � � ' 'fY ?(I G:A.. +:,: `: •�'(� '�.y �/ �- •l.�y.ty ?.� .'�� "• \R�'1PY( ., Q LY W LL _ 1' ~ :'�11 s i b •; ( ,.a,Yf ..f,•°n .N°.,,., .r' r' •• ',i ♦• r;a W �- I � bl: {._ � ��'� 'fEr' �, -1'� �.�.. ::fl �r.' � ,r' g.: ,'� (,).,. .I I! •:i,,Q7' '•`:t. ;(Af� 11 L, ::�i 1111 .�„ y•, (!1 F- 1 r- 1 ..._� : `l :' ; � • .Z ti.• .`:: �� ,• � �:'; � � y . � • -t I1, ...F,rt �.:.,,'INl rl•.e'•: •. `�� ..S -•`, ,'1' 1 ( I�( n� :4' ,•'':,. ti ¢ � a 1^ FI` • �: 1 ,1 .,('1' \ ' .;' °'1 �/15• 1 ,�'° '• '_ _ _ .�y,.r, r!i a.,...�'•• �j- - .�f !_" ',J_ -�;" •, 4� •,r I 1'): r: i � - �• � 7 > ' _ ..t� ('�' 'i: .� C (r„ -,� .. t `\, - •:'.�4n ,i �,, .1f: "";;. '�IS-• >:1 / .1:':"'. .I` •:, r• �.. I ��; 5,;, ;�; � •J'.�� 't: f.,r F ,� r.AA�:s r':: +• ,�4:•.•,�• : ?,••r. L �� ,,, (�� rr�,��• •� ry !"'.� re '1�"� � \' '; J 1 . � Li 1 .o �� 5 ,'! ,� �' ,t. %', . .1. ;� . ),tti•'rrL'� •.�, .. - �•'t '' 'l, ;T'• e?, ,;1.: ,. :' ;41' d Y 1 ,y •1 .g •L.,.. , 0 ;:!'•' �, ?I;.. '-:l'•,•�.' � � "\:') '1, ♦ >•, ,�° II •, ,r.',{ '`l `�1,'' �� ' ••)• \ 1, I it Y �. _ { ... `: , •. : l� 1 .{;:', .f i _ - I_. l ter• : \. 1''S t k•I } ',t ' /•: y lT'! , r . I , li '�, �l il'' : ^rlI` _ -'ri( .;�1 �, 'i.:' 'µ ('J: •�i ^�! +lil•�!,!: �� ! ..- r... -_,- .,.-p l:.z_i:•_ ,.. '141 f. 'S i r � i..' y: '•� :! :c k'r�; ,. 1`'+ cP , 1 �, 1• �, .;i,.' , - �.!:'I. _I' .i.._:,_ =J.. �; �a r.• _..� 'Kr- �i ; �,,, i.',C' �� :•t ,. l � // •�',H�,�: ;J 7 9• ��• '.r :1� 'ri, f'�' •rr•l ,i .% •i � r ��.'. 11i,, .1��' .� }, cY., .�� ,!C , JI•.: y.. `''Iri,,^ `1. I ,t:, > ,•,,t: �i_ . '., — _Ra. x' r•4- - -'T - �fi ••�:' '';;,. .r: r. �.e : .'Sc,`,� �. `ij.• ' �} •1 N/� 'ilt�S' -!• "a :._i.•si 'f;i. .�: 1.,.'r Y Y�, .•/ 1' i �/ , G ��,�`•' +� i ',�::�j +, : �! :,' :'� _ °.)- :1; �I 'I N "r •y/,'�i .i!: _ _.� +' ,�r. -.il'. .r' _ i 1..... �: ,1 r p!cD r .• •.•:•Y r Jwr: .i.- r'.. .. 1.. _ ;v• �,� .r: ) =ct�.' 6h, Ir ., `,J, •. _ 1 W )• ,•'�,P. '/, •) N.s / •/ — - ''+ ''T''• Y'^ ', p.y.' -� 'i' )- ib •, .1 0 �,. }' Clj.t.:�,'J \�! N-;. �': -''r__ 1a,1 .`." '?t '�''1 'ro 1;` ,.::r;'� 1 •l �? !;l•�', ..:�'a.a�' ''11 ,,1(, l r'� t •':1, �'; ,(, �',,!; 1,'}l1 :1 �`r;I` �� ,: i { �' � 1. .�_.1 > a. �'J,�'• r' ::rfG /i , ::,.J� •J �ti !. �. r, T.;t ;`� `') {II 1� 1 .1 \, i :: 6p �. 1' i`;� z •�: ,.ry: �. .i:.,.' J •.I,Ju3:.. •' I .:U` 0.' i :�. ., ..'Ir !' �' `l:: .f r'r IAI,\;•I`),i, `.,�•. •�; ^�i,_• . r ,:, . �.. y! :i'1 .� t rl� ✓�' ,.,.r. ;H '• }•` ,i:• !,;..1. •• ' ; r: `" x.57:,' {•1 f r' 1 � ` - 'r �y �8 �'� cat :I �' \ ,, •;Ili "1��5,J .f J I .ti.^ '�' - I � r ' J/`bl i,� :,,I-' � :.:Ib �� : �.,:: '''' - + 'r',� j N tl�t. ��'� ti • '')..r i.'_ _ ..�. -I r =- _ 9 III? r .,.r''r-�'.\ 7: .;v ,1��1.•.. \�' •.�.i ,.y. i)'^'.� 1r` �: r � '?�`y. j ..i. ' .61�f�' • \..l�.t +'!:"', -�'i!2 / _'°• _ ' : \ •J,pl �. �'� g e _ '1 c 9n • .�� '�' 1 - 1, a, I ..J . , (;... • u:4• , .7i',. J 1'•(, 1' "• •, I (�l' I i _.} V..,C ,t ,._ i'.. ;� ' -� �-�. 'i .1:•,• i�:.'F'F ,:ji �'y�.l.:l •'I' i'; 1 �.;1 �•. i'7 : / `r ..In.. F' •:d,•i''�r "il�. ". . �,. ,G.,� I ?,l:l \'• 1': - :,� t- ��i.�l�::••�..'t j �:.• .i% J u�� , 1'' � 1 �N•' , �'. 'i- 1 '.�• ;.! . � ' j,i ',� �}; �r�:'.(' `� .I 1 f.: ?'��-+,�- { :•.rl %�ti .` gr. �.r.. �, �., '. \,• f {' '''•� ,i• ,r� +Y` • ' ry_ ,,E.'1 .:!: , ' i � .�._ ;:1: :. �h_ k �'I -'' j•y'.�•; ..\ .1 .�1 ':4r .,_�. .?s 's1. ,! �'r: •�"•:.i. i ,, ,:, \))y: +i• 1i.V•_ �r rl'• ! .'i' I . .,� I V .,,,�' ; �� \ f )�n�, a,,. •.r �J = \` �1�1 ,� p' t} . 1'!�' I• "',,.c Y° r `r luy +`I . ' 1 �..- ,^ ��,.• y � .�� ' 1 �,''' ,.\ • . IFr' / s ,: t , f:, t , e _ I O' 'i . ,, ', f' : ;' y..ri,,,'. '� ; °I I I .)- \ ,�^, ,r i ,ti , :f _ .{ - O.. y..,' ,1. _ ..t -..•�{ 1•,, -,y'ir = -':) �7,.y,;�14'" ., h.�..'y'- •;;• "Aa: `',a' f. ;J y ?;•- .,o _ '�':TI i 'N N}r '•Q h\ i'f 1. Y,, I�1 •j ':,r f: �,.J , ,(� .,. �:r.' Of a ..a .I�� - ' a_' `' i \,'J,. p••.ry:: 1 'i:f•:: _ 1 N r., rf•, / 'z .I• 1 �.��:;jl , �. �11`'�1, �.t,,t TG•r`'Ii Il'. •�i,r F,•� :; 22 '•, t�..j.I; J11 1' :ti. .y'd `�,�: ��r;:, \ y(`•.. /' ly, ,� I i' �' lo,. 1. _ a 1 •. .j ;:'i := 'l a!, �1 '�.!�,,�'t�..;AJ p([!, t? : l:'. � ..'�ci � `� M`•� `( rt'ir/.,! ra' •( ajy'•I Kl 1, . �..�:�• �':,:, { �'d•. C ',.I.; +. � :. '1:��7 ' 'Jf / �'' „\:f?.a.. �.� '^ ' ('` i, �' f'y1! ,� - ( � J. /' �' t: ' 1� ;i` , , u a 1- ,y. .V t' ,! _ .fix_. .a. , ,., r, '� :.1 '; :-r, �' lr i^ a � �'� \.bf�•('-tl: 1 i II >,• i:' ,��', ' �,;,a' _._ /'�b:� .- ..�;.:7r :� tiF�- ::�' >.1.;:'','! ',,, ,. .t ;.i. g ,o . \i I� +i.�l�; Z '•I'' y 1�•�:'�'' �1' r "-!.� ',. ? 4• r,. '.:K '�f�ril ', {<. 'rf -i. )1�,. 1y, 1I 11r.' .,�., ,.{ " •� r. .R I ',5i •1 .� "• • t. :�� '� 1 %.. � <'1 Y. ,`, I �c ¢ 1, , y ,, !�- .rtJ 4 ,, , a„ •,i Y•:. •,••, -," t}:J.' 'f 'I�'♦ '• 1'D,. R. y%gr,i _ `1.(, "1,.� 't. 'K.'1 "' •I 'i, .l'/r 't„ { s'�. ''! '•1'f`' .• b�:f'...r \' ill /' •�'.•': u, '( .r r-1'- W 7 1 - •� l.ldlt. , • j� I yyam�,, .. •1'111...`71 J ,li � ! � I',• ,'C. _!_-ji !,' :� )`I _ 1� I(. "! !. �,d � - '" � ..f.1.,N; �I. �•, , I r.)' 'i ::1 - I•' _ ;i _ >i1. J•..1',;`• I ,,L,v� k,,�S{ a. i-/••: . • -t "'' � �'% _ '.f.i - ' ,!�'.5.:. •S� �.a `.j r,,,. .Ir � I / M •� \;�� r •'r�� `r d'• ;4111' 1 ..7•d•' 1 "v�fY`;• 'i• '',;�'� I... I �' i�j,� : \' I !.h r.�,.. S' '•,:,b•11' �.'' !3. ' '' /. ,!. :i' � 1 i''i�' - ,,k•.�:, ff x•, L • <' ', . �.. -�i�i'� M?bl::, I : � r i , �. '1" �� r , �) Eta �' `�„ Li,- i 1 �' .),'I,r l f� '` /� f' ��:'� .J /� �I -' - Y Y- M1. f•Ir'li '� �• (j, ,.. r W ..BBBr �„ li' / ',.ty',Z, L.. y,.t•:: -,'/ h�`` 'Ir ��,�! ��,;i��tr1.�',`j`, 1 _I � "i' 'v /. h7, I I�r , � 'jl l',., .f 1., f }: ,!( •• 1 N i .'{;%�' �; :5••11 ;) ti•... Iii •. - :Yi,� �%` -i ! `r^''.Qh� el•`- ,1:r '! -.,�. J� 53.�'!Q 1•_ .v '1 / _ .. a, 'F t• ''t, /if.� 1 ! -�}"�; iq, :�I':1• / 'i� '1; -• �!d:: ,, {, ''j ; l , ., . i .'�;1 � � ,, �l. .,!r ; ��l� : • 1' t�' t y 'r• �1\ ;l': ' � I -, -�. / .. ,� •I �,, ��;.• •1 - } _ti R„ w'' ,� +; 1, l.'' �i' t.. `!!C f' 4i: rte ;_1i •, :Jy. 4. { '. :��',Ii. •jn •I p .i 'R. .��'�. �.:.. I %��' 'r'`;^.rt!•'�1'i` i•' I t' �A f'.U' •'j IW 1 ..;a ,r. K \, .,� •;'_'r 9 �,. Ir- / .1 •'{' /li, • �� , J 1'' G,'�1 , t 7„ II I �! . 1 �( jl ,: ,� . � . i •,' m ,•�J7� ' ,;,i:',.` ( �� !_IC•t-' �r'r _. {. :4•= ,'u�4i `t °.-^�� sl �l'1 - .1� in j;: �,t / i'.- ��,.�,:- I � ,I f. / 'rl.�r;:!1_ �; "rytµ: ' :i ;. G rI_I, 'I / 'ir •,b..r�` /r° ",•.lu ,6 r,l:^;: 1/, -�J. prl:• t�!,.,� _ � _ _i t'_- j(.1.._ „i:.i -V. •lam' •Sf• /.._ '� 5'�..Ir._. •r,.: I. ,r,. it ['V rJ, i �•r .r .1 (�,,•f_� 1,':I .�/-�\ 1 '�.' � -V r- 1...._.> �'� A off'•'' •1'T � -� \i i! U !� ,_ ..TY:':1�!'._7� -� ,�' Ir ,( yr j,.�: � s .•'�y• `.� I •i� '1''ri 1` -�/ ,t,�.I%' - _`Pw. :r..(l'- � '/ -a. f,� /a�.. � , ./. - 1. • fi ^ T:�, h'8 .)1 /. ,.,,.A b,....,,'•7: i. l d •'I Ire' �'�;7[, tt{ :, f : -tii'`I "'i? •;7 , 1 u y, yry ,. .�I -: '.1�..:1 /e'. t : ":., `P _�' . E r �1. . :;lf`.'! ,,' !4 ..1' �.' Jl y' ",C "i�''� ,Y,; 1''.. i..l N p•�P�.1 I° rr 11.a,(, p 1'14' . t- . I b. / I / ,/ ,ti,'� - s�`�. i��' �I i 1' ,11n �.'-,' 7 p•,411A�`;:''b;: �)9_ }7��,y ,. _� -L _i..i3 J1 Ir r.4• 11„ �r .,..: ,. / �. ° 7 ._9, ' _. •iYi 11 ..l'�:1 •i', '4 . {i' %, , ,{!5 �.� +,.�: �: f�� " t:l1 y:..: •a, •r ,! T \ x' ':` -'..' `r, . r :'.ti � _ h•`: .' •.' - fi. ; �,' �'1' - 3' i-- `�`, /,, n! � IJ"�• _.. - H••:.r ;r`',c. + ly,_..:it 1 _ c'i. ;t, �.r� i ? 't�• �r' i� �''^ 6 • i :;�;', ;ii;� . �''t • ., >:tiR::,• .r i., � ; t,1 -.• ,1 ,�:' - '��_ �.} , tf7a' �� - ?J•,• 2„ , \; y7 :� y r,., (}�ry1 • .�' t., �,%' t '1 . / 1' , .�,; � � '�) `. 'F ..q l ..w // S r `1 ,Y� " "r , a.., � /y�:,' pt '.{. �r �,�µ ,�::�' � i 1 `I,ll. 'ti1.,1 � k� f' •'��' .. i" .11.1, �; �, rl :: • ,ia y q, A• `.i ' S - ..at _ f, 4;:�.,'• 'J , � t1• � � ',,ti' . �Ii,' ��6:i4 i•f�• 1 . 'Si, e h �.,�, ±(, .Cf '• '.• 'r ,., t•,r. t ti`-'\ '�It•t,5 ,.'ll %:. : �' R'' t :,�' � .,J. > ` �'�' `�',k_ -1 ,r' ! IX ` 'i i, 1131 y.. F,:,,;`i (. _ ,F I, :.�' r7�, �: <�c 1.:r: 1I - W � �.1: ••1 ,�z•� �'1� • "1 I �. �' , ,,.r2 �i', ?.ul 1` - y ]� i- ; L ::1'. :.ai �4;�i••S :'V -S rl'1� J.!• 1!� `0 ♦ I, I riles dj .yS �r \ 7• i I.1' `..,e, .X�' '1 '.F11 �i.�� -'� ;'7�� ••�• . \:.N .,r..,..•• .'1 :y ,! :�i�' -� '1:`' F: a, ...I'' >t.rlt �'4�''J• �'i ki ::\e••f: rI � vy" tIV `:f ir', '1• � ) �,, r' - �y..a. - =1c�.• : J 1, +. _ - 'avunn K' -.)�.. . s.: � �,a ..).w•,- -"f �; - .F r- -,- .t•.. III •/1�!r, �, : _ _ �' ._- 'r�'A ^.,., _ �•,,: ;�:.,Y,l.r ."ry -�• - }. v _ -. nT.. _F- ___ ,1 �;.. ;,1uA' q <, -•'�'''' r, '''• W •r,: t,• 'r"1? ,� •l. ,��%'. 't.. %.� �ti s;�,•q r :: .1 ,.ry; :'N °, .. .F. _ -';.y. y P ••r..r', 1. .1 •,1.. . /..�,.. 'f�l •ia•x\1, ,:�. , t ,,, ; - :;�• ": �. t. t I < ti° •k•�•d�� ,: (� "al ta' ''1 .y a" it � 1'r, � .. � ` ..I .� ',.r \-��" �> •1 •, �,t Ltt 1`rl•. �, " � 'It_e�.\ e •N •�, .�;+ `�'`�, 0 1 ;1.�. 1, q {y 'a J •ti"' "I ., ') ,rr.',t, +-�: Ir. J yy� � y�r 1 I ' / � �,j� • '' -l. '•'t+ :��' f, '�; ;, 1 ?�; ',�' - t.l -� ;ia � - �,'r>' l t� ,! i o I'•f. �: ', t' 1' r' .,uv'.',.�. • ,1 \c• •�" :. C 1 1.,.. �,�., � �, �• 1,.__�.,I_i4••r b ,y ,,,.r T'� ,�, $ •� ,O� ,1 :I, _,I 'ra. ,t.., •I •'� [ i'' � S -:r rt�, -°' .E.';'1,� -�.. a . V� a ` �I , �1' '�'l. ,: ,. }y •y yd�y ! i'' i,1,; , 1. ".�' �• � •,�' ,� "Y I I ` y � . � 3 )' . i v ° `' !µ � n 1 1.1 - J ,�, , /. VI • 1 fb ••.,,�1 mt �1"' ilh.'' j• '.u: tL 'iu- .0 .v /,: ,.,�,,1 /. VizE''�� 1' ! =' ( : J I,r a c n �. _f. •ti t ° �, I S�, .I, ' 1 } '' /:! :r•IAL \.•�,`.:1 r:}1Ki \, i;�,�.'i \• :��, b �,rl „F� - -_'^ _.r:, 1 '� � 1•� 'y, 1., `T,`, y � I i �'' I u'�;IC .r , -•Y { u• _ r ',�ti �ay.: �� /,j 'ii '�:)a r _ry :_ .1!t$• � �� \�jl.� - \I,' ��, •..ra._• ,r ,�„•- --�''�'-'�-- �,'. - t,a�,= - 111.. ,.i_ -t!- 4� .1 . •wwmrr j - ^ t U ' 't � ., �'� :.° �:,'•i � -` _ :`��, - - -:i�,• ' - �),:i,r, ..,�.. 1 •l' � .[. 1 �. - 1 ,� I'a 3 .1 , ' Ir 1. I , I ' I �: .I. !, .��:. i Tt. "1' — �w�a1 :Sl °.q' r / J ��,.. a ..' ♦♦,., � ' r�1•� 1) ', t J Qom" , ; ,,S I i r�J O. .` } \`...�.\ •ti � \ /: e�- i 1� �,:. /\ ,t 4'�;. .�1'•, ' �J (, ?': .. �;,C,':�.., � 1' I• 1. •.:, \.i r.E .,• r � '�' , , ` � �i1 i!'1 :llJ�''t, f�'J.. .Q ', ' • 1��...1�I. •.{ 1: �. �� •i: 111 '1" :� '�" •)+ Sr r/ ��_ . � ',.,", �� ir,,'^. \'.!' ��' I- �• �( 1 a'.1 � \ , u a // ,�4 (iif:. •< �� 1,' :,ti••:µc <��t.• '°• �,1 ,�I' ,L, \\ M ,� �•. :.,� •'��:i � ''•t4. �•� � �.t��r:' r `3 i� 1 ,� '� f rl i 1 \ I • � J 1 a .I' t•, ,li •il� �\ :il' 7!1`T ,� a'✓ fl :' G. �.,•.�,o } �,.} �)` �11 „pr ,1• a 1 1 ;;� f.l : K) l yr` �'•� r�,1J' ^< }ice%'''' •.ir'i• .f ...1�. ��46 .1 �1`'lr j.:' �, ,k�3• •1 !� i/ _y� _,r C � '.� \L' '{ - ..•-..: •'; ,( 1 1t'- � ,>rN yh�il[�',�,,,;�: ,{n� ,�; ?4,., .ir jY�'�t }, •ta: �.C° . \R /' �0.•- '!.u' �\" � ri '\ '�4 `I r \ r •''I 1 1' ` "'++ r"; "1 `'./ � ":h'm =a. ',? y� .! -•� I .� �.'• .. / f„ ,j r• �'` :. '1 i�l .�1•- �s� ::r �., �• _.,. 1 .,,.= 'r+;�:M•;tial r�[C \�. I ,-r i r I I 1' :I :ttY - t;'.2..,,'..l '�i'�.•��' '�S• _ ,� � �1.: - �� \ � °' c�° :a� '!, f:l.• 1.;.,, ,�r '?' � (rt','. r• �'�� fa jl� :!�' 1�• �" :, r v�S. 3. n - �!'. !� i, �J:. / _ .�� `% o re r:� ' i Ltj, :` �• •;�13 E .1: , .'�1 i' f.� : V . v -h ,,! _-. _(h '. \`. ;• I •i.' �Ib = :�Y •Ir F. :. - ='` IZt'i4'. t, ..., 1.,'(, ,. .•/ 'I / i�2 d ,/ '1, _1�7� .1. `r/ •'9, p��1 r•.r � : `' i {( -_ i�'t: 1"alsy`•il , 7r - T� � •-) ..,,;;• •1 ,..Y�� 1 � � � :.l�f_ •J'h �•I • -•� .,� v Via, r J', }±r',J 4{I' .} c�I �k:.:.r.� t' `,•l°:' ` •i: f ��, :.:} y' .� <• _,�• .J ;'r• � � , �' i�:i :��;�'� \• '�N�: ? -, �p[;'3•I ,.,.�1 ''Ifl: S{ +� �;� 1: tea;, /.,,r � 1., �,/ �.;%'.1 ,:, • ; '! - '-�• '�^�' ,(' t '� 1'r^ .I I "° +'� '�, i \' .?: • � `�T1 i ITe.•4•s•„ a,, . t. rr 1. e a lc : /.i S je., 1 1 � , f. • LL \ f 114 /�• 1 _I r � r.. e'. ,. � .e. � f, .l '•' -'• ; -{ � , '..� • 1 I . . ;_ _ •' 9�\ �„� -� 1 _ '� v `�� 7' }s I_.1��1 - 311.f' � G h � — � - �' ''' ' "' -1;..4Y� .: C S�\` 5 •� �• °, qo _ e-q,,,,,,: :,p „"',� s ._... '3�.a 1t y.. .r 1 ^ '�'!'•- _ _i.l,f', rt•�:a�� :,i/,'i;l -1i _ � °�a p - � t. , a. ., \I ": �'��' „''�� .1.� ��1 \ cE XI; ) 1.:� •�r�. ;.. i.t 1'I I ,1� o d ` Q - } .,l � " U .,•'i`�l • r' 1 �. O .`.5,... i. y �;'... , Ij1 _. Fi `• ° •,,. �9, /,:- V .: _ `�: -j a'•`^,: h.' I ' >- '•-+f �. 'Y j to- __.5�,. (....r• 1 ;.I. oa' �' Q11 Ic ,r3'j�Iylfrv[_J'Iyj`._. .r ''u i ( '` 3 -• �1” •' },�' '' ''.a '1 i Ir, !. _ ,,�.. i; ?.' N_ [1'•"' I - ' Ic u is �, 9�_ nl 'a1�t L. I :�� '',rr•.. \, .5'` '.r _ .t. pJ '(C,•, ,, I• „ \:...,.d 'f` I •!il. u f '- ? I/ , 3 � raw-• - �� ' - ��QQJJ,�, 3 i� r °..; II>� �— SS11- t ��:•i ,:yes , I' �y, "t, - 7+ .(�", 1 \ 'r;:, re m.y l•�t It L {.�:.. ` >/ �'•• ,r,. _._ 7a �+. N;�"li.,r �,,L, y. , �! / 14 • „ZV:'-.':•'::� t.', ,, �' ' :��_ �:':..• .�rV,,' -��. '„ 1.r \:a`.i i 1 "r "'�,- T>•..J.� µ � • �F � .,r.. .1♦ i�' ; j�: \" 'S' _,'n J:� ?. `�� t�l ?:�! _ :• ) ��' 1. .��- /' y tw,t �,' .t ` - ,�•' ';►•-= i-•-•� \ :�7!'� , y IL� •.�;:�'�J"4: ,4 T : •� ��+ �yh .U. •r' \. �I ��\ r,�' _}:,.f:.�!a ,'' _ _"��i •�I l f i 1.•P '.(• •p'1 ,• \ - \� ,,•�''! ^'i ia.,_`�., f :.J;:�1' "lra '�, Ie/ °q�./ � '•i•' '� � t, '.I �•• .,`.., '•r.'•, � /o•i: yrLt� n= .'_l•:' .,�- \ ' _° tht ..I' 1 a' ,' r �' i 'I° _ � tQ^ t'' ''1� I 77 I hr .�r`!' '.i,�." , {/r '1 \l;: �':, C=,).� ;.J :��• `� •B �• �r fE•, •. t! I '(�I',,: ' -� �'' .$ _��; � y c _ +'• �� , � c, i•i,: M; ��•'�S. . �. �,•t yyr.,, .r7v/: I! ., i ' 'I,55'1 .r,�lt'�1� by il� �.,•, �• ..,,i� K - _ .� y _ �J "rl t.• `� '1.! 'r. ' \,'' y..ti �'1 :ay.••C "�' � : 1# .'A �, v� P ,; � „: , i(i 9• 'T' ,'I' 8f' _ rl \• -t �•� .. ��•.�3,• •x) � \ '� ( t ',n'• �';•I.' ,t i '• •ri�if -,�` `1 /' ^��• :�\. '�- :� "�.��,a�i. .t. s �-r S •!.: 'W,� ��' �� i • � ':'> �•� 11 )�i.;r; i IW r _s•1� /,•' ; `f�' 1 ..ci r � •' ; �, ' r� , , �-i ',�., �. ¢.: II �'•j 1� f4 ' .'� 1 ,fir ��"s " ,yll , 1`c•J ' "rh_ •r) t : A .� .r.. -r !,•.T' .� � �'-�•• 0. r.1r. '.. F. .',e�P r . •T 1 . if'`' •rl' - ,1•,'''A-. _^. !moo ,<:v -:: �, ,M' -�r', A -.�1`' 1 a, -'!. S� „�' t � :�� 'i. •.,�• .'I_.�1 �' J!•�u i� >�'� "l '` .�,, it �� {'` �imn'�" �' 'f" 1� �,r ��''•u•� y�r� ,�, = :{ ,� . {S '•� ^1? -� •' *7a �i..'.'.�'+1f. � ��,1 '�y�Y•`e �,,: �,M�: -. b. ''\ r•ry 1 \'1!,gi ,1\ ° y, 1 '� •/Y •.,' :O }'. .Sr i;� •%' ^j:�.., .i��1,. ',:} <1 ,il'1'''(I ��. t17' .1, '�' - I �.I_ � l�v. � }a , e is - .r ,,,• ,.� •(•.'�, •1'j - .•sT�(1rh. \. ..q �`''i,,: Jj•, J 3 f�i � �. �I , � •L - -r� :� , • i• al ..'.r•,- '`�'_\ , S�� ;..:? .1 1 � R a�- (, ; ,r I. �, .. � .,;_ ..Q, b. i" ,�1, yy , i.� P � o r, � ,�l`, � f .t .,v •, .�7:• t. bti c?1'�:'i,�` L E, e• .f,: 1, .y.1.. `q' C �� ' 1 1• I' •ertb 11 . -� -'t b ; S'r TF .,L !� i .f'',t :�. es .!•.� i �' ` :��' A�• ':Ir .S jl1'S �1: ! 1 , � � ' k - t � ; r �,,1 L:,r..,N,iy.•= ,•.'i. 1 :'.S r„ ,, - •,, ,4 .•, \ f I�` '1,,' , ly, ;' ?'� ;•"1'. 'r� - ?:ri..r „� l•`�'.�C., ..W.., % „1 ;7: 1.C,, .,.1. ' "n' -��n', j = 0 4 . •, � . / 1,; i,l :^ �.'�, e � ��- - � ^�7.}"�.tN.� 1i � l +l' , \ "� ` � •'• � , ii"',. 1. t , 1 { 1.' - s :•,,t.. �. �� '1; �.. ,j.•I�I. �. h1� j� -� � a,' �..,. , � 1'R �,� / ��$ ,.��a'�' a' v , ,�, S' ,j .� t� / N, : <�' � ''��' �v�� t ,. �`��-`„ �./a'• '`'•rr Yl.d�" 'Y fi'j 1 yam; `i G ..�� 1 I : � , !fi��, "' '1 mac.. rJ ' -�� \ _.,Y:�1G 3_ y:,.i..•r y , �_, r,.i•' Y- r �.T3 , 1•� �,,,,,i' .'1 :i�' -"�A'� ]�''..10_� 'Y' ~. :� :' - � i.l: 1. t' ., ►�, Yy , (.,.tTl• r `:. Y Y \ �. '��'' � �,. ''G,:, ,: ..�ns'�, ;�' %a::;, `` jl\/`�'a��'..rY' ''.'! :•l, ��i.- u•'t" ,S' >! •�'ti /:• � ,T I r,. 1-' - � 'i :i 1. '�� ;. 'i.r� f::,�: ,• �`j� 1, ,t �'''' 1 bt. :}.;�' .n'.::• :� a• n;�ll ,� ", .i �} .I! 1. {�•,. '��:.• .:,,'.��' ,;1• ..,i' �_;t'. �„ � :'ri >, 4:. ,T ,_� z.r '�• e::' fed �� °.� ; _ ;,.,1 � •• _ : �;; A,pi�'�. :�..� .� � . 1 � .C,,,' '; .: � .:,.�,�'/-A,�Y.f :i, .� ::1��!'. , � i >�.' ••�� ,ice 1' . •�%� ''- ,�j W r / f '� 9._ 1 :a. I •• <. ,r�� iI \`� 4'.Y`'P•� _ IV.rt• ._ a � :f � e' -.'t: - r 1� - 'iy r+'-::1 `- �` ii_ _'J.' `.t;� -�'cli Y- - •r t, _4 •1 1- 1 6E-G RBE _R _ - __l \ IF �l� �'L• tt - �. _ _ - :'•,+J, <• - - S:�'S' .:mss,. .: b.b. C 1" - - - �,�f•• ?:i.�� 11 ' /`,. !J` - .,•... �,• -t-•' - 1A.: - s:P - - _ ra: ,,;;s = - _�' _ `•y,'. ':ar.:�: }., . l�--°� , i, _.r.' - - - _- coif,'• .i,•' r XZ :rra •� r 6• 1 _ >� _ m. �` �,�. .._ t .. -.: _'��= - •. wiz !'�S."- _ `'� ,�. _ } >. -.•�� , \- �,:y�- _.3�. -_�. � E �� ::Wi=t' �.f.�: -� '�;.t�A_ �� :,:. ,E:_%� -.�. ;:�t_ �'. L., -%�:: 7 .rn :%? - _ - ..�'' •T •�:d" .>a 9a..- ::73r•- ,?L_ _ �'� \ 1 -- _ "+!oetrr_ - f. c� { �- - 1. kf ��..Y• - �'f _:G•"_a''_ a \ J -'`- } ' :f. . _ _ T• < - _f, '�"4f -. - - _T � Z•• - �� \' yYBERNARD D'- v -_ !w,:, - _l•1"`� '- - ,r ,<_-i, : -. °� .i,y �'y �'�ntr ,on aL;_ -.. :.•(' -"- :^ ^�._. "�-._ Rev - -- 50 EB9aDE • �- — 1, 1 ' C :C - - ( - - k • °O • O �g �p t', - ,'�f "J -t '!�i::�{ ' -T'- � - -'� �` �`;1��. \•\'t -�' `r` r 4-i: ^: r• � �/:.' _ �i3• • -r - . p^C�� 'J -,'° i� i:' __- _ '�t� �:� �'1•i: +E.:"• --'- i'C` ! - i � T'� ,lSt��.;.:� uH y:.. - __ •: KID - 'n-: -:.� c„M,._...� _ _•I.J. �� • - t, �:. .r. E.- - T -•Y - 1 'J - `AFOM�L- r� Y• - J �? � L r� - .i.n- '�\ r.�Y _ _. _ _ ...,.t _ -. -. . _. -_. _ e•�cl'}t.'•1`etg9cN,r� .,_ .. .,..F,!?�' a,. .. - \�S'e•k: ., _ r f • �/ � - -._- _ .. I'�i�� -_! . � _ __ -_ _ ��.`,�n :'�' -..v.� ,_ �. i�'• `< -_ r `� 41 1�•Rwm °, 4�1 � ~ fa- wii°.w. "i, -..1 it _ `�� y •:�:�� - - - Y� _•u.i ( - - _ "_'Y:: a.•. - � j a w : ";�,�..; .�;4.1.�``E. 'f-- '- �_�_ �r uy._:;S �c ..:''T! :T.50. .La J -1� ` r - : - .. _ _ ti._ #- -�, f 1 e • .i_ I . !(.; ^: „i'r. - _ _.. - - �. •'. c .5 {�S • }I. °Ma - - A .� .ii- r. - - 'Y ti slit - �d wl f - 3 Nn Ir { S - t ti aa. _��. aJ•r w I \ C .s 9 - TF' ,y _�` ,( ,��. ��.ai'...i. .r . -J'••� i•,c _ -9r'.� - =�. 'o` - •7i•. � -9` �'1: :rte: :s� �. �%: . ;i.oP ''l�.'.S° ;ti i:'1'-••. - 4, r o -\ -Zl �s'� a r � +'. !�'_ .I .:�• -., a ,\ •f ` 'fir - _ /'•I ,' -,Gi_ -�'1:� :. _ c�J.r .,e:il JFA,° S rr�..•�.,: - .�" \ � _ �-.L !` .�•twJ ram :`�'- ..� :ir` > "r' - _ •r�-� r :�R.wl .1°•r:l,, P _ i .� -fin - n t�y` prio Yn:1 -' y'S' -• -C,_. �.•._ ..S.y - ''� -:'�. '� -_- .:r. �- •� - f'r: -' '� L' � r - -- � "��-� J_•.'E' ,.= .,r(...•' = .��'' .11``-•3'' :�- 9's. - _ - = %'- 'oi'�` •_��^�: - J T. -.. _ - a A ` _ t ro _ M. �r \ E gTA F` i ' nrY � _ :T - . 2 < •YJV - r.- `r`• - s. �•t'� i� - �•� :�'j::� -cam r- - - . an J d=° .s —_ {jam -. •• '• Jl,.f l '•' '.G" �•'' 4 ;� . -O is {:.' /° it r /�' ••r:'• � : :;•<00' /S' . "•j.':< �s`-v_ -\ �:. - :�'i:•_ t VIEW' 'UNiifN9 �: :> s �_ 1. � •�_=:• ..a%7^ . 'ro � . a ..a -,:. 1 - - - .i '-i_ - - 1 %t•}nR - r. c•t_ . s V i .- t- '4 r : ' .-o , - i _' - �'� -fi,., : ._.. 'r. �� .i � - -- ,� <• - ' �, - c _ S.�..._ - - : - EEU •il•- ,... i _ _ •'� ' :• _ v.T' •�• 's -` l_.: •nf" _ ' 1' - �1-rr` - _ - 6e :r / :i`. .,1, 4� ♦ -� p •}_ .._1,'� _' `�,.J'. y: .t., _ �•v� _J -a ,.:i•:3° a'i-.�nai:":B[Y Odi - _ � - _f c v ^ ti.." /•' a -�:.�'''• - - �.•,. '�.i�L'aa,\ - 4� •� �`�'�\ • { �- - � . `: �- F /" '-':" -.'�-' • i - - `� .�- >_ - ice:, - '• i-•'.> :.�i.. - i �� - n:;i -%x. tit.,,«:.�a- •-i_ �t - F> "L: - :.'. !� ems•- ,./ 'l..t: ,apr,yt,.,rn.s, � U 'y =• .c st..;.:�:• -.:. ':� - - - ...- .. a : -' :r �!� el v,�:,` ? -_ •. .. :..- -':_.. ,r�' :. `l2' Cam; '''\ - - _ . O. -- - ''l: - - '♦ ` .../. •:: _ y ..:JCS .+,'?LW - I % ti1 .; .D E Ir �1 IoJ ri' -�-. • y.adA• •I - ,n• •4- ::i ,�~ :✓ L+ Te•eW ,.�� `E J• - J� oc w n Ilc r - 1 f1 _ vi C �• T t t 43 �,-- � -.). �- . T.•' - --' Iii• :nJ 1�- '1 - 'G. -3.- 7' 1 h- J. . r' .^t :'_ �_�� t/ •R' .rt ?' _ <t•_ .,�; : °' :1_:-G� I t3't - _ - d - -r �. W ° ,�,,q�": nari�a .I' ^i �E-' N r' 1 5 a+t: - I - - / • -mot' _ �,• -.- �-. • �� =�:� �> . s� y . a R - c- .J'.�- A L v - - e� \� - - '• _ ') T ^I CEP OIR<r•!*`„ti•+. - - : 1'. �.° -. .l, y +J M ��• - :_t._.. US_.. O t J b r,lw_ / .' _-• wsrA 's a 1 .•� t - I 1 Vi.�. 11,n, \r ) Y - - t•2 . W_ .E ♦ - = a ' - Y :�: -x aMt.ei IJ.,� , �l _ /' - f_ E• Ca�� - I 'ue ? 1 1 - �2- / • vA (r R I <F I - a- 3 _ tea►' _ f '1 _ — ,y. ''.fI<• N' — — 'C a//[lirNl,r: — � l' _ _ _,� � I •t I �Iy�T - - - �R d. - r - - a • � 'a ' 1 • ! %� n -30 • f r L O Es '1_ I Y JI .:; _, - / R - � •IL 1• <VJ•_ I ♦ ' + -- w 1, pJrir/ ' 7 - Ih 1 .:. ' z awl a _ � J R„w 'r I 0 :" V "r - a.� v - _ J .. ... - .. .. `... .,_ - ', I _ ' . •_ . •r ., ta.,^ , " _ `.-'l � ) - °j e 6- �� ` �,_ , � >..:ij.::' ^ -` -,�: •} . ,,..r•w n,b. b...r.s ,._ I, =a. as _rst _�„n 1. . i• ^ j' - - ✓' -�- 6 , .�?- f.:�t � - .••�• ^- ��!::+� :\n: `- - ._� .>, . f \ rJ:. � . }'�. • • � \ I 1 <3 _ .' 11 � _ 'Y•.: ♦ _ - � J ......�� - .J , •, fig. !�• , - _ <, : •r . i•a ' - - _. autorn <tic r' . '.:: •. . ell .. � -_.. . ..'1 :w -:. i'_' — �- ,: -.t;' �iCt s t.e'�1: w� -so /. �:� J„>,::: • �'°_'.:: •:.:.1 -:' =. � . A - � .-+( '� -,a` ,1� _ �,� . g.,;�~ . s''- - .s- ::I,i Ji T`" 1 4 U �.. .{_.. . - - J`..y,r ,. :>_ :� _ .. > i.♦ . i -'•� .`:. r •�, . . .' •-'.- . _y .. : :� � _._� : % •+�', = 1 .. � � /J A .- : Allf , _ ,>. /: ��.� ,%1 � JI r ` i._' • . f S v -. Dw <.o°wpJ' E :j \ _ - '�f l °r �•ta rul. _��a `Li aF�'.n£,Q. •'a„ , ! 'I' -.�' - - 'c " �[.. ?. is '��a. •. _ '\ 7 j - w.`. - >%• - � .. �. . \' 1l.+aww ✓. i ( �� . ••i �.�: ,6�� -r'. I .\ .r 'r � -•M'T � � _u•�=� —_ � •'1, _ ,•y-r _ _ _ 1 -` •�_ _ J �'f '•� ,.1 A :U 8• 'r _ � `.'� -•r,. l.- :��; -, ^, - _ _ _ mil', �'. .'tR :i CA.w,r . - .( Y.,'7L I - -� '.1', _ "'I - � Wi=t _sc3• i - - _ -1 _ _ 1 j- \2: \ �r - • � \�'- der .�'Y" -1I }- `� :.f�, • _ -•p :r� 'e;'� . �� %,:;. >:,.. - - ♦ _ '�.`. -, � - x - - ., --•I � --�-ll 1✓ V�� i i'` .:��• c --. _ _ _ (`}"j.. �/' .non ` ♦< ( - Y l •jam.•_ \ :.,o -/ �r - - J '>' _ % +• - - M L - i t - F+r m et\h �'\ -� �JP �' . �,ff_ r •• a t -+1F[.I.' , _ _ .- - _ .' }'.,. d•w•, -___ _ ! _ r�%'. 1_-�Jjj' . ; ' _. ;:�'Y '� '._( •l _ : 'tSp? e - L'� , •{ <.C, F�. _fr� � v- J. s� �_ R.:.�e ^_ r :- ;r , �• ' �' - +. ' ,R/i'^J` �• t� .". / : i' �- ,. .i .:`i ,� 1 .' ) _ - : _ -o:.a)",v'i 1 � 'r� a'' 4 � __ a� .:: '. 4-/`. . , � Z .. _ - '.� - - - - r a- It _ -�' • w : ' .-:I, , 1 � � -""- '. - �°T n ..� I\ , ...c 2 - !--:(J` \- ' `i •' - : Itw ,r \ . .� _ RIVERSIDE CON TY ` tFl f LOOD CONTROL '- A H D WA TER CONSERVATION DISTRICT C 5 v :w � '�� =, .��'- 1�i,. _ _ ��. -1 tea.: � _ ♦_ S •.,.L_ _.� °�w j' r, _ �i� - "•D�`:_i' ` �'r• : ♦ ='� _ - , .5�- '.�- "\ ( id. _ - :.9:�: 't.�iwi,(•� � F� .iiLE•ElaAtcD -.` i�, j_•�F7: .5?,"�3i_ �_' _ f.•L, %4a'i °y. �(_. _:;,�• -p �(� �.. _ - �_� ,.�,.� t. _ .� - - �� -. ._ �. 1 r,T'� �:.� :,, -�� _ _ �_ , SLOPE OF �.,'\ - _ ?L _. �L2 r�l' � � \s . �Ji1n(n t � - .�,yj - A" ^ .k _ r t 1--• ~l a =` � _ :: r. ^_ '- • - �L -,..T c• r {/ - - �T•• =�,' � c �- •� ~ R = � � -..� ' _ Q f/�)je � l = r,N..e.. _ ;�� = � -� - � 1 " E_ - _ = `�:?i" r -�.- �� _ _ ` ; -f:!,! L _ . INTENSITY DURATION - \,�` d ti S•'at:'~^ : i.. _ �.r..- ,�7 --�= - - CURVE `�± ♦ \� •y -?. "' "f � __ t�-•`Y I(° '^`= �la l.,�•l a' - - '{ .1y�•� -_ �� _ _ eT _- __ ' 1iyElP 0 G _,'`yj,,_ _ _ _ ,J _ . ^T- `i - •5s t �-� - .t ply,._ . : F]RES: 'od. - y�t�':' _ .} ' F' - - _ _ - �O o-.__ • -a. :.° -^: �,�, �J �� - `•a.., \ cei \ K °Ftit -" '..w Tnsl -d FY w "Jh]a ^A.£ J 1 `.� - ..,y.: �).1.. :c. :p - - - -- i • '"` ° rlt_t's.E ttW�J•gl+- '�,.r� '�V' - :,. lttilw'ril,: _ �• _..° ^ :.-c :. _-.;- '„ t'!`o, - - �'. \-'yn:' L L �.1 - - �� ,. ", �_:. , ss'�s4s •ow?n'1 ',t - `r `I .. \- - R' R6W i�'S - - -? - - - -' -� = I i I 432E s . .: t23F r - ^P A _ 1 T 7' \ n�/ T I e' -.'t: - r 1� - 'iy r+'-::1 `- �` ii_ _'J.' `.t;� -�'cli Y- - •r t, _4 •1 1- 1 6E-G RBE _R _ - __l \ IF �l� �'L• tt - �. _ _ - :'•,+J, <• - - S:�'S' .:mss,. .: b.b. C 1" - - - �,�f•• ?:i.�� 11 ' /`,. !J` - .,•... �,• -t-•' - 1A.: - s:P - - _ ra: ,,;;s = - _�' _ `•y,'. ':ar.:�: }., . l�--°� , i, _.r.' - - - _- coif,'• .i,•' r XZ :rra •� r 6• 1 _ >� _ m. �` �,�. .._ t .. -.: _'��= - •. wiz !'�S."- _ `'� ,�. _ } >. -.•�� , \- �,:y�- _.3�. -_�. � E �� ::Wi=t' �.f.�: -� '�;.t�A_ �� :,:. ,E:_%� -.�. ;:�t_ �'. L., -%�:: 7 .rn :%? - _ - ..�'' •T •�:d" .>a 9a..- ::73r•- ,?L_ _ �'� \ 1 -- _ "+!oetrr_ - f. c� { �- - 1. kf ��..Y• - �'f _:G•"_a''_ a \ J -'`- } ' :f. . _ _ T• < - _f, '�"4f -. - - _T � Z•• - �� \' yYBERNARD D'- v -_ !w,:, - _l•1"`� '- - ,r ,<_-i, : -. °� .i,y �'y �'�ntr ,on aL;_ -.. :.•(' -"- :^ ^�._. "�-._ Rev - -- 50 EB9aDE • �- — 1, 1 ' C :C - - ( - - k • °O • O �g �p t', - ,'�f "J -t '!�i::�{ ' -T'- � - -'� �` �`;1��. \•\'t -�' `r` r 4-i: ^: r• � �/:.' _ �i3• • -r - . p^C�� 'J -,'° i� i:' __- _ '�t� �:� �'1•i: +E.:"• --'- i'C` ! - i � T'� ,lSt��.;.:� uH y:.. - __ •: KID - 'n-: -:.� c„M,._...� _ _•I.J. �� • - t, �:. .r. E.- - T -•Y - 1 'J - `AFOM�L- r� Y• - J �? � L r� - .i.n- '�\ r.�Y _ _. _ _ ...,.t _ -. -. . _. -_. _ e•�cl'}t.'•1`etg9cN,r� .,_ .. .,..F,!?�' a,. .. - \�S'e•k: ., _ r f • �/ � - -._- _ .. I'�i�� -_! . � _ __ -_ _ ��.`,�n :'�' -..v.� ,_ �. i�'• `< -_ r `� 41 1�•Rwm °, 4�1 � ~ fa- wii°.w. "i, -..1 it _ `�� y •:�:�� - - - Y� _•u.i ( - - _ "_'Y:: a.•. - � j a w : ";�,�..; .�;4.1.�``E. 'f-- '- �_�_ �r uy._:;S �c ..:''T! :T.50. .La J -1� ` r - : - .. _ _ ti._ #- -�, f 1 e • .i_ I . !(.; ^: „i'r. - _ _.. - - �. •'. c .5 {�S • }I. °Ma - - A .� .ii- r. - - 'Y ti slit - �d wl f - 3 Nn Ir { S - t ti aa. _��. aJ•r w I \ C .s 9 - TF' ,y _�` ,( ,��. ��.ai'...i. .r . -J'••� i•,c _ -9r'.� - =�. 'o` - •7i•. � -9` �'1: :rte: :s� �. �%: . ;i.oP ''l�.'.S° ;ti i:'1'-••. - 4, r o -\ -Zl �s'� a r � +'. !�'_ .I .:�• -., a ,\ •f ` 'fir - _ /'•I ,' -,Gi_ -�'1:� :. _ c�J.r .,e:il JFA,° S rr�..•�.,: - .�" \ � _ �-.L !` .�•twJ ram :`�'- ..� :ir` > "r' - _ •r�-� r :�R.wl .1°•r:l,, P _ i .� -fin - n t�y` prio Yn:1 -' y'S' -• -C,_. �.•._ ..S.y - ''� -:'�. '� -_- .:r. �- •� - f'r: -' '� L' � r - -- � "��-� J_•.'E' ,.= .,r(...•' = .��'' .11``-•3'' :�- 9's. - _ - = %'- 'oi'�` •_��^�: - J T. -.. _ - a A ` _ t ro _ M. �r \ E gTA F` i ' nrY � _ :T - . 2 < •YJV - r.- `r`• - s. �•t'� i� - �•� :�'j::� -cam r- - - . an J d=° .s —_ {jam -. •• '• Jl,.f l '•' '.G" �•'' 4 ;� . -O is {:.' /° it r /�' ••r:'• � : :;•<00' /S' . "•j.':< �s`-v_ -\ �:. - :�'i:•_ t VIEW' 'UNiifN9 �: :> s �_ 1. � •�_=:• ..a%7^ . 'ro � . a ..a -,:. 1 - - - .i '-i_ - - 1 %t•}nR - r. c•t_ . s V i .- t- '4 r : ' .-o , - i _' - �'� -fi,., : ._.. 'r. �� .i � - -- ,� <• - ' �, - c _ S.�..._ - - : - EEU •il•- ,... i _ _ •'� ' :• _ v.T' •�• 's -` l_.: •nf" _ ' 1' - �1-rr` - _ - 6e :r / :i`. .,1, 4� ♦ -� p •}_ .._1,'� _' `�,.J'. y: .t., _ �•v� _J -a ,.:i•:3° a'i-.�nai:":B[Y Odi - _ � - _f c v ^ ti.." /•' a -�:.�'''• - - �.•,. '�.i�L'aa,\ - 4� •� �`�'�\ • { �- - � . `: �- F /" '-':" -.'�-' • i - - `� .�- >_ - ice:, - '• i-•'.> :.�i.. - i �� - n:;i -%x. tit.,,«:.�a- •-i_ �t - F> "L: - :.'. !� ems•- ,./ 'l..t: ,apr,yt,.,rn.s, � U 'y =• .c st..;.:�:• -.:. ':� - - - ...- .. a : -' :r �!� el v,�:,` ? -_ •. .. :..- -':_.. ,r�' :. `l2' Cam; '''\ - - _ . O. -- - ''l: - - '♦ ` .../. •:: _ y ..:JCS .+,'?LW - I % ti1 .; .D E Ir �1 IoJ ri' -�-. • y.adA• •I - ,n• •4- ::i ,�~ :✓ L+ Te•eW ,.�� `E J• - J� oc w n Ilc r - 1 f1 _ vi C �• T t t 43 �,-- � -.). �- . T.•' - --' Iii• :nJ 1�- '1 - 'G. -3.- 7' 1 h- J. . r' .^t :'_ �_�� t/ •R' .rt ?' _ <t•_ .,�; : °' :1_:-G� I t3't - _ - d - -r �. W ° ,�,,q�": nari�a .I' ^i �E-' N r' 1 5 a+t: - I - - / • -mot' _ �,• -.- �-. • �� =�:� �> . s� y . a R - c- .J'.�- A L v - - e� \� - - '• _ ') T ^I CEP OIR<r•!*`„ti•+. - - : 1'. �.° -. .l, y +J M ��• - :_t._.. US_.. O t J b r,lw_ / .' _-• wsrA 's a 1 .•� t - I 1 Vi.�. 11,n, \r ) Y - - t•2 . W_ .E ♦ - = a ' - Y :�: -x aMt.ei IJ.,� , �l _ /' - f_ E• Ca�� - I 'ue ? 1 1 - �2- / • vA (r R I <F I - a- 3 _ tea►' _ f '1 _ — ,y. ''.fI<• N' — — 'C a//[lirNl,r: — � l' _ _ _,� � I •t I �Iy�T - - - �R d. - r - - a • � 'a ' 1 • ! %� n -30 • f r L O Es '1_ I Y JI .:; _, - / R - � •IL 1• <VJ•_ I ♦ ' + -- w 1, pJrir/ ' 7 - Ih 1 .:. ' z awl a _ � J R„w 'r I 0 :" V "r - a.� v - _ J .. ... - .. .. `... .,_ - ', I _ ' . •_ . •r ., ta.,^ , " _ `.-'l � ) - °j e 6- �� ` �,_ , � >..:ij.::' ^ -` -,�: •} . ,,..r•w n,b. b...r.s ,._ I, =a. as _rst _�„n 1. . i• ^ j' - - ✓' -�- 6 , .�?- f.:�t � - .••�• ^- ��!::+� :\n: `- - ._� .>, . f \ rJ:. � . }'�. • • � \ I 1 <3 _ .' 11 � _ 'Y•.: ♦ _ - � J ......�� - .J , •, fig. !�• , - _ <, : •r . i•a ' - - _. autorn <tic r' . '.:: •. . ell .. � -_.. . ..'1 :w -:. i'_' — �- ,: -.t;' �iCt s t.e'�1: w� -so /. �:� J„>,::: • �'°_'.:: •:.:.1 -:' =. � . A - � .-+( '� -,a` ,1� _ �,� . g.,;�~ . s''- - .s- ::I,i Ji T`" 1 4 U �.. .{_.. . - - J`..y,r ,. :>_ :� _ .. > i.♦ . i -'•� .`:. r •�, . . .' •-'.- . _y .. : :� � _._� : % •+�', = 1 .. � � /J A .- : Allf , _ ,>. /: ��.� ,%1 � JI r ` i._' • . f S v -. Dw <.o°wpJ' E :j \ _ - '�f l °r �•ta rul. _��a `Li aF�'.n£,Q. •'a„ , ! 'I' -.�' - - 'c " �[.. ?. is '��a. •. _ '\ 7 j - w.`. - >%• - � .. �. . \' 1l.+aww ✓. i ( �� . ••i �.�: ,6�� -r'. I .\ .r 'r � -•M'T � � _u•�=� —_ � •'1, _ ,•y-r _ _ _ 1 -` •�_ _ J �'f '•� ,.1 A :U 8• 'r _ � `.'� -•r,. l.- :��; -, ^, - _ _ _ mil', �'. .'tR :i CA.w,r . - .( Y.,'7L I - -� '.1', _ "'I - � Wi=t _sc3• i - - _ -1 _ _ 1 j- \2: \ �r - • � \�'- der .�'Y" -1I }- `� :.f�, • _ -•p :r� 'e;'� . �� %,:;. >:,.. - - ♦ _ '�.`. -, � - x - - ., --•I � --�-ll 1✓ V�� i i'` .:��• c --. _ _ _ (`}"j.. �/' .non ` ♦< ( - Y l •jam.•_ \ :.,o -/ �r - - J '>' _ % +• - - M L - i t - F+r m et\h �'\ -� �JP �' . �,ff_ r •• a t -+1F[.I.' , _ _ .- - _ .' }'.,. d•w•, -___ _ ! _ r�%'. 1_-�Jjj' . ; ' _. ;:�'Y '� '._( •l _ : 'tSp? e - L'� , •{ <.C, F�. _fr� � v- J. s� �_ R.:.�e ^_ r :- ;r , �• ' �' - +. ' ,R/i'^J` �• t� .". / : i' �- ,. .i .:`i ,� 1 .' ) _ - : _ -o:.a)",v'i 1 � 'r� a'' 4 � __ a� .:: '. 4-/`. . , � Z .. _ - '.� - - - - r a- It _ -�' • w : ' .-:I, , 1 � � -""- '. - �°T n ..� I\ , ...c 2 - !--:(J` \- ' `i •' - : Itw ,r \ . .� _ RIVERSIDE CON TY ` tFl f LOOD CONTROL '- A H D WA TER CONSERVATION DISTRICT C 5 v :w � '�� =, .��'- 1�i,. _ _ ��. -1 tea.: � _ ♦_ S •.,.L_ _.� °�w j' r, _ �i� - "•D�`:_i' ` �'r• : ♦ ='� _ - , .5�- '.�- "\ ( id. _ - :.9:�: 't.�iwi,(•� � F� .iiLE•ElaAtcD -.` i�, j_•�F7: .5?,"�3i_ �_' _ f.•L, %4a'i °y. �(_. _:;,�• -p �(� �.. _ - �_� ,.�,.� t. _ .� - - �� -. ._ �. 1 r,T'� �:.� :,, -�� _ _ �_ , SLOPE OF �.,'\ - _ ?L _. �L2 r�l' � � \s . �Ji1n(n t � - .�,yj - A" ^ .k _ r t 1--• ~l a =` � _ :: r. ^_ '- • - �L -,..T c• r {/ - - �T•• =�,' � c �- •� ~ R = � � -..� ' _ Q f/�)je � l = r,N..e.. _ ;�� = � -� - � 1 " E_ - _ = `�:?i" r -�.- �� _ _ ` ; -f:!,! L _ . INTENSITY DURATION - \,�` d ti S•'at:'~^ : i.. _ �.r..- ,�7 --�= - - CURVE `�± ♦ \� •y -?. "' "f � __ t�-•`Y I(° '^`= �la l.,�•l a' - - '{ .1y�•� -_ �� _ _ eT _- __ ' 1iyElP 0 G _,'`yj,,_ _ _ _ ,J _ . ^T- `i - •5s t �-� - .t ply,._ . : F]RES: 'od. - y�t�':' _ .} ' F' - - _ _ - �O o-.__ • -a. :.° -^: �,�, �J �� - `•a.., \ cei \ K °Ftit -" '..w Tnsl -d FY w "Jh]a ^A.£ J 1 `.� - ..,y.: �).1.. :c. :p - - - -- i • '"` ° rlt_t's.E ttW�J•gl+- '�,.r� '�V' - :,. lttilw'ril,: _ �• _..° ^ :.-c :. _-.;- '„ t'!`o, - - �'. \-'yn:' L L �.1 - - �� ,. ", �_:. , ss'�s4s •ow?n'1 ',t - `r `I .. \- - R' R6W i�'S - - -? - - - -' -� = I i I 432E s . .: t23F r V Appendix G POCKET MAP EXHIBITS a. PLATE 1 - RATIONAL METHOD HYDROLOGY MAP b. PLATE 2 - UNIT HYDROGRAPH METHOD HYDROLOGY MAP 78.900 Avenue 47 RENGINEERS M O R S E Suite 208 In Qulnta, CA 92253 5 C H U l T Z Voice: 760. 771 -4013 FA%: 760.771.4073 PLANNE SURVEYORS um WE ON** w lmw%�rr 0 N 4,204,400 +466,7 49& 8 + 4,90, 485,5 +48J,6 481,3 u 487 3 5t ............. tt 487 I MW o,:.�:: 3 5t ............. I MW o,:.�:: wU _ }_484:8 485 5 I F. 4,6Z5 R RRAF 4996 49a 06 0 std +4,97 +4975 ;9n 1;/, 17 N °5,?6 5 N, ",, 4,66.7 I \ 4667 - iL+4i-Lll 0 0 0 465. s AREA LAND USE ACRES 1 NATURAL 4.9 2 RESIDENTIAL 16.4 3 COMMERCIAL 3.6 4 BASIN 2.2 • VT AIRPORT BOULEVARD kF L i AREA LAND USE ACRES 1 NATURAL 4.9 2 RESIDENTIAL 16.4 3 COMMERCIAL 3.6 4 BASIN 2.2 i 4- VT i 4-