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HomeMy WebLinkAboutTract No. 16176 Hydrology Study1 TRACT 16176 CITY OF FONTANA DRAINAGE STUDY January 26, 2004 Nt Reference PREPARED BY: Madole & Associates, Inc. 10601 Church Street, Suite 107 Rancho Cucamonga, CA 91730 (909) 948-1311 Fax 948-8464 z/iz76 ¢ IT -PROVE R-1 TRACT 16176 CITY OF FONTANA DRAINAGE STUDY January 26, 2004 (ri Reference PREPARED BY: Madole & Associates, Inc. 10601 Church Street, Suite 107 Rancho Cucamonga, CA 91730 (909) 948-1311 Fax 948-8464 //4 4- Wendell L. Iwatsru Date R.C.E. 36637 Exp. 6/30/04 R-1 CONTENTS SECTION TITLE A DISCUSSION ❑ Vicinity Map ❑ Q HYDROLOGY ❑ Q100 Hydrology for Main Lines ❑ Q25 Hydrology for Main Lines ❑ Q100 Hydrology for Catch Basins ❑ Q25 Hydrology for Catch Basins ❑ D STREET FLOW DEPTH & CATCH BASIN SIZING ❑ H STORM DRAIN HYDRAULICS ❑ Line A ❑ Line B ❑ Catch Basin Connectors Hydraulics ❑ Q25 Line A and Line B ❑ R REFERENCES & MAPS ❑ Soils Map (from San Bernardino County Hydrology Manual) ❑ Isohyetal Map (from San Bernardino County Hydrology Manual) ❑ Street Cross-section Diagrams ❑ Drainage System Outlet Reference Drawings & Hydraulics ❑ Hydrology Map DISCUSSION INTRODUCTION The purpose of this report is to provide a drainage study for Tract 16176 to determine the necessary facilities for storm water protection. The project site is located within the Sierra Lakes Master Plan ' Community in the City Fontana, County of San Bernardino, California. The proposed project will be a development for 75 single-family residences, on an approximate area of ' 14.8 acres. The general terrain slopes from northeast to southwest. The proposed development drainage will flow overland and in streets generally in a southerly and westerly direction. The project will have an underground storm drain system that will discharge into the Sierra Lakes drainage basins. ' For the most part, the pre -developed storm water in this area drains onto Medinah Street along the southerly boundary and into the Sierra Lakes Drainage Basins. The Developed 25 and 100-year storm events were modeled in the rational method hydrology calculations in this study. HYDROLOGIC STUDYAND HYDRAULIC CALCULATIONS ' The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was followed in the determination of the storm runoff peak flow rates. AES software was utilized for the hydrology calculations, street flow depth analysis, and catch basin sizing. Civil Design's WSPGW hydraulic software program was used to analyze pipe sizes. ' DISCUSSION The proposed development was designed for the interception of the 100-year storm event (See the ' following Hydrologic Summary Table and the Hydrologic Drainage Map in References & Maps). The main line storm drains were calculated and designed to convey the total interception of flows at each node. Flowbysump and condition catch basins were sized to receive the 100-year flows. Only a short length at the lower end of the entry street will flow into Medinah Street. The catch basins along the lower ' reach of the entry street were strategically located to prevent a possible burping condition of the storm water flows from the Sierra Lakes Basin onto the streets. A summary table for the subareas is provided following this discussion. Based on the calculations and the summary tables in Section D for rStreet Flow Depth & Catch Basin Sizing, the 100-year depths of flow are contained between the curbs as well as the 25-year flows. The storm water is directed to the, Sierra Lakes Drainage Basins. The proposed project storm drain system will connect to the existing 42" storm drain located in the Sierra Lakes Golf Course just west of Tract 16176. (Relevant portions of the referenced plans of the Sierra Lakes Storm Drain System and a portion of the Rough Grading Plan for proposed entry are included in the Reference Appendix). A box drain will be constructed along a portion of the storm drain Line A due to constraints of the existing downstream storm drain invert elevations which the proposed 42" pipe must connect to, the ' street surface design, and the City of Fontana requirement for the 2-feet minimum cover 'over the drain. r R-1 Reference is made to the storm drain hydraulic calculations for the Q25 shown in Section H. The difference in the H.G.L. elevation along Line A at the junction for Line B is 1.1 feet, and at the catch basin connector junction 1.5 feet. This would indicate that there should be sufficient head for the 25- year free flows into Basin B1. Also, since the flow depth at Basin B1 could inundate to the top of the curb face (But will not since the W=4 feet is more than adequate and should be only a few inches), adequate capacity is provided for the Q100. R-1 NOT TO SCALE • !,1170.....7:010110111300:2 1III11III�� IAm111mug10 1/.1 troth wiII :IIri ��411•1 r1'iTiT•1 1T 11111111a, 1741/88 •adj Hut Wm. wile 3. Q�O•��• sm= oe Zi il:q w i, �w111111.1111f11110/ ingu11l 1 • �v u1p••,,'°‘ 1 11p1 `161,1 ZIINZIICIVIAVA VICINITY 4 Aninne 1,104 •.1 111 • MAP I►\ NTS ruirmq `elk 1,��- c 4,` 104 iuml S. go. lir • 11111 I111/ rir J:\826-1177\StormDrain\sd0l.dwg, 10/12/2003 06:00:12 AM, WI 1 HYDROLOGIC SUMMARY TABLE FOR MAIN LINE STORM DRAIN NODE SUBAREA ACRES SUBAREA Q100 (cfs) PEAK Q100 (cfs) LINEA 11 Al & A2 1.93 7.2 7.2 21 A3 1.15 .3.6 10.8 31 A4 &A5 1.95 6.7 17.5 41 B1 thru B5 7.22 24.8 42.3 51 A6 1.16 3.1 45.4 61 A7 0.83 2.6 48.0 LINEB 111 B1 & B2 2.82 8.6 8.6 121 B3&B4 3.69 11.1 19.7 131 B5 0.71 1.7 21.4 1 1 1 1 i 1 HYDROLOGIC SUMMARY TABLE FOR SUBAREAS NODE SUBAREA ACRES SUBAREA Q100 (cfs) FLOWBY TOTAL Q100 (cfs) LINEA 11 Al & A2 1.93 7.2 - 7.2 21 A3 1.15 4.4 - 4.4 31 A4 &A5 1.95 6.5 - 6.5 51 A6 1.16 4.0 - 5.6 61 A7 0.83 3.2 - 3.2 LINEB 111 B1 & B2 2.82 8.6 1.6 to A6 .7.0 121 B3 & B4 3.69 12.3 1.6 to B5 10.7 131 B5 0.71 3.2 - 4.8 TR NO. 15176 x RE rERENIC E l"=2OD' J:\826-1177\StormDrain\sd0l.dwg, 12/30/2003 07:04:11 AM, WI i Q 100 HYDROLOGY FOR MAIN LINES Q 100-1 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2002 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2002 License ID 1251 Analysis prepared by: MADOLE & ASSOCIATES, INC. 10601 CHURCH STREET SUITE 107 RANCHO CUCAMONGA CA 91730 909.948.1311 FAX.948.8464 ************************** DESCRIPTION OF STUDY ************************** * 100-YEAR DRAINAGE STUDY FOR TRACT 16176 (PA 11) MAIN LINES * SIERRA LAKES, FONTANA * JN 826-1177 wli ************************************************************************** FILE NAME: P:\826-1177\Drainage\Hydrology\PA11A100.DAT22222:: TIME/DATE OF STUDY: 14:16 09/22/2003 * * * USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.5300 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) ViV/V.ViV/V.VLV V.V• r. 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0312 0.125 0.0160 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.20 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) * (Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 11.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« 09/22/03 Q100-2 INITIAL SUBAREA FLOW-LENGTH(FEET) = 545.00 ELEVATION DATA: UPSTREAM(FEET) = 609.80 DOWNSTREAM(FEET) = 591.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.555 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.607 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.59 0.98 0.50 32 9.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 5.90 TOTAL AREA(ACRES) = 1.59 PEAK FLOW RATE(CFS) = 5.90 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 9.56 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.607 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.34 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.34 SUBAREA RUNOFF(CFS) = 1.26 EFFECTIVE AREA(ACRES) = 1.93 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 1.93 PEAK FLOW RATE(CFS) = 7.16 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 21.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU.SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 588.60 DOWNSTREAM(FEET) = 580.00 FLOW LENGTH(FEET) = 425.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 7.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 8.24 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 7.16 PIPE TRAVEL TIME(MIN.) = 0.86 Tc(MIN.) = 10.42 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 21.00 = 970.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 10.42 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.375 09/22/03 Q100-3 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.15 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 4.02 EFFECTIVE AREA(ACRES) = 3.08 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 3.08 PEAK FLOW RATE(CFS) = 10.78 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 31.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 580.00 DOWNSTREAM(FEET) = 579.40 FLOW LENGTH(FEET)•= 39.50 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 10.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 8.30 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.78 PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 10.49 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 31.00 = 1009.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 10.49 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.355 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA FP Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.95 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.95 SUBAREA RUNOFF(CFS) = 6.79 EFFECTIVE AREA(ACRES) = 5.03 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 5.03 PEAK FLOW RATE(CFS) = 17.51 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 41.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 579.40 DOWNSTREAM(FEET) = 578.30 FLOW LENGTH(FEET) = 66.20 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 13.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.70 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = PIPE -FLOW (CFS) = 17.51 09/22/03 Q100-4 PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 10.61 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 41.00 = 1075.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 10.61 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.327 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) ON RESIDENTIAL "5-7 DWELLINGS/ACRE" A 7.22 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 7.22 SUBAREA RUNOFF(CFS) = 24.95 EFFECTIVE AREA(ACRES) = 12.25 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 12.25 PEAK FLOW RATE(CFS) = 42.33 **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 51.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 577.30 DOWNSTREAM(FEET) = 576.70 FLOW LENGTH(FEET) = 138.80 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 28.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 7.07 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 42.33 PIPE TRAVEL TIME(MIN.) = 0.33 Tc(MIN.) = 10.94 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 51.00 = 1214.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 10.94 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.249 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.16 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS. LOSS RATE, Fp(INCH/HR) = 0 98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.16 SUBAREA RUNOFF(CFS) = 3.93 EFFECTIVE AREA(ACRES) = 13.41 AREA -AVERAGED Fp(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 13.41 PEAK FLOW RATE(CFS) = 45.40 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 61.00 IS CODE = 41 09/22/03 Q100-5 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 576.70 DOWNSTREAM(FEET) = 576.60 FLOW LENGTH(FEET) = 32.20 MANNING'S N = 0.013 ASSUME FULL -FLOWING PIPELINE PIPE -FLOW VELOCITY(FEET/SEC.) = 6.42 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 45.40 PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 11.02 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 61.00 = 1246.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.02 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.230 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.83 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.83 SUBAREA RUNOFF(CFS) = 2.80 EFFECTIVE AREA(ACRES) = 14.24 AREA -AVERAGED Fp(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 14.24 PEAK FLOW RATE(CFS) = 47.96 **************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 107.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 470.00 ELEVATION DATA: UPSTREAM(FEET) = 609.80 DOWNSTREAM(FEET) = 603.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.698 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.305 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.15 0.98 0.50 32 10.70 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.95 TOTAL AREA(ACRES) = 1.15 PEAK FLOW RATE(CFS) = 3.95 **************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 111.00 IS CODE = 62 09/22/03 Q100-6 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STREET TABLE SECTION # 2 USED)««< UPSTREAM ELEVATION(FEET) = 603.20 DOWNSTREAM ELEVATION(FEET) = 590.70 STREET LENGTH(FEET) = 485.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0160 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.49 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.54 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.84 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.45 STREET FLOW TRAVEL TIME(MIN.) = 2.10 Tc(MIN.) = 12.80 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.866 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA FP Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.67 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.67 SUBAREA RUNOFF(CFS) = 5.08 EFFECTIVE AREA(ACRES) = 2.82 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 2.82 PEAK FLOW RATE(CFS) = 8.57 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.02 FLOW VELOCITY(FEET/SEC.) = 4.11 DEPTH*VELOCITY(FT*FT/SEC.) = 1.67 LONGEST FLOWPATH FROM NODE 105.00 TO NODE 111.00 = 955.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 121.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUB.AREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 586.10 DOWNSTREAM(FEET) = 582.20 FLOW LENGTH(FEET) = 53.40 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 6.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 13.72 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.57 PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 12.87 LONGEST FLOWPATH FROM NODE 105.00 TO NODE 121.00 = 1008.40 FEET. **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 121.00 IS CODE = 81 09/22/03 Q100-7 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE To(MIN) = 12.87 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.854 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 3.69 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 3.69 SUBAREA RUNOFF(CFS) = 11.18 EFFECTIVE AREA(ACRES) = 6.51 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 6.51 PEAK FLOW RATE(CFS) = 19.72 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 131.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 582.20 DOWNSTREAM(FEET) = 578.40 FLOW LENGTH(FEET) = 232.10 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 14.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.91 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 19.72 PIPE TRAVEL TIME(MIN.) = 0.39 Tc(MIN.) = 13.26 LONGEST FLOWPATH FROM NODE 105.00 TO NODE 131.00 = 1240.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 131.00 TO NODE 131.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE To(MIN) = 13.26 * 100 YEAR RAINFALL INTENSITY(INCH/HR) SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL LAND USE GROUP RESIDENTIAL "5-7 DWELLINGS/ACRE" SUBAREA AVERAGE PERVIOUS SUBAREA AVERAGE PERVIOUS SUBAREA AREA(ACRES) = 0.71 EFFECTIVE AREA(ACRES) = 7.22 AREA -AVERAGED Fp(INCH/HR) = 0.97 TOTAL AREA(ACRES) = 7.22 AREA (ACRES) 3.785 Fp Ap SCS (INCH/HR) (DECIMAL) CN A 0.71 0.98 0.50 LOSS RATE, Fp(INCH/HR) = 0.98 AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 2.11 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Ap = 0.50 PEAK FLOW RATE(CFS) = 21.43 32 END OF STUDY SUMMARY: TOTAL AREA(ACRES) _ EFFECTIVE AREA(ACRES) = AREA -AVERAGED Fp(INCH/HR PEAK FLOW RATE(CFS) = 7.22 TC(MIN.) = 13.26 7.22 AREA -AVERAGED Fm(INCH/HR)= 0.49 0.97 AREA -AVERAGED Ap = 0.50 21.43 09/22/03 Q100-8 END OF RATIONAL METHOD ANALYSIS 09/22/03 Q100-9 Q 25 HYDROLOGY FOR MAIN LINES 09/22/03 Q25-1 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2002 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2002 License ID 1251 Analysis prepared by: MADOLE & ASSOCIATES, INC. 10601 CHURCH STREET SUITE 107 RANCHO CUCAMONGA CA 91730 909.948.1311 FAX.948.8464 ************************** DESCRIPTION OF STUDY ************************** * 25-YEAR DRAINAGE STUDY FOR TRACT 16176 (PA 11) MAIN LINES * SIERRA LAKES, FONTANA * JN 826-1177 wli ************************************************************************** FILE NAME: P:\826-1177\Drainage\Hydrology\PA11A25.DAT❑0000000 TIME/DATE OF STUDY: 17:15 09/22/2003 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.050 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.530 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 25.00 1-HOUR INTENSITY(INCH/HOUR) = 1.2167 SLOPE OF INTENSITY DURATION CURVE = 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 50.0 20.0 9.Ot8/0.0r8/Q.020 Q.61 2 flfl 0 03i2 0 167 0.01:, 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0312 0.125 0.0160 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.20 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM. TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 11.00 IS CODE = 21 09/22/03 Q25-2 »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION. NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 545.00 ELEVATION DATA: UPSTREAM(FEET) = 609.80 DOWNSTREAM(FEET) = 591.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.555 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.664 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.59 0.98 0.50 32 9.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 4.55 TOTAL AREA(ACRES) = 1.59 PEAK FLOW RATE(CFS) = 4.55 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 9.56 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.664 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.34 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.34 SUBAREA RUNOFF(CFS) = 0.97 EFFECTIVE AREA(ACRES) = 1.93 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 1.93 PEAK FLOW RATE(CFS) = 5.52 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 21.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 588.60 DOWNSTREAM(FEET) = 580.00 FLOW LENGTH(FEET) = 425.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 6.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 7.66 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.52 PIPE TRAVEL TIME(MIN.) = 0.93 Tc(MIN.) = 10.48 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 21.00 = 970.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< 09/22/03 Q25-3 MAINLINE Tc(MIN) = 10.48 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.466 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.15 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 3.08 EFFECTIVE AREA(ACRES) = 3.08 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 3.08 PEAK FLOW RATE(CFS) = 8.26 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 31.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 580.00 DOWNSTREAM(FEET) = 579.40 FLOW LENGTH(FEET) = 39.50 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 9.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 7.73 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.26 PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 10.57 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 31.00 = 1009.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 10.57 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.449 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.95 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.95 SUBAREA RUNOFF(CFS) = 5.20 EFFECTIVE AREA(ACRES) = 5.03 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 5.03 PEAK FLOW RATE(CFS) = 13.41 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 41.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 579.40 DOWNSTREAM(FEET) = 578.30 FLOW LENGTH(FEET) = 66.20 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 11.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.09 09/22/03 Q25-4 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 13.41 PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 10.69 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 41.00 = 1075.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE To(MIN) = 10.69 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.426 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR)- (DECIMAL) CN RESIDENTIAL '!5-7 DWELLINGS/ACRE A 7.22 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 7.22 SUBAREA RUNOFF(CFS) = 19.09 EFFECTIVE AREA(ACRES) = 12.25 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 12.25 PEAK FLOW RATE(CFS) = 32.40 **************************************************************************** FLOW PROCESS FROM NODE - 41.00 TO NODE 51.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 577.30 DOWNSTREAM(FEET) = 576.70 FLOW LENGTH(FEET) = 138.80 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 23.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 6.79 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 32.40 PIPE TRAVEL TIME(MIN.) = 0.34 Tc(MIN.) = 11.03 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 51.00 = 1214.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.03 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.362 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.16 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.16 SUBAREA RUNOFF(CFS) = 3.00 EFFECTIVE AREA(ACRES) = 13.41 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 13.41 PEAK FLOW RATE(CFS) = 34.69 09/22/03 Q25-5 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 61.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 576.70 DOWNSTREAM(FEET) = 576.60 FLOW LENGTH(FEET) = 32.20 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 27.6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 5.98 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 34.69 PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 11.12 LONGEST FLOWPATH FROM NODE 5.00 TO NODE 61.00 = 1246.70 FEET. **************************************************************************** FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.12 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.346 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA FP Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.83 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.83 SUBAREA RUNOFF(CFS) = 2.14 EFFECTIVE AREA(ACRES) = 14.24 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 14.24 PEAK FLOW RATE(CFS) = 36.63 **************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 107.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 470.00 ELEVATION DATA: UPSTREAM(FEET) = 609.80 DOWNSTREAM(FEET) = Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.698 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.424 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA LAND USE RESIDENTIAL "5-7 DWELLINGS/ACRE" SUBAREA AVERAGE PERVIOUS SUBAREA AVERAGE PERVIOUS SUBAREA RUNOFF(CFS) = TOTAL AREA(ACRES) = FP AP GROUP (ACRES) (INCH/HR) (DECIMAL) 603.20 SCS Tc CN (MIN.) A 1.15 0.98 0.50 32 10.70 LOSS RATE, Fp(INCH/HR) = 0.98 AREA FRACTION, Ap = 0.50 3.04 1.15. PEAK FLOW RATE(CFS) = 3.04 **************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 111.00 IS CODE = 62 09/22/03 Q25-6 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STREET TABLE SECTION # 2 USED)««< UPSTREAM ELEVATION(FEET) = 603.20 DOWNSTREAM ELEVATION(FEET) = 590.70 STREET LENGTH(FEET) = 485.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = -1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0160 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.97 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.21 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.61 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.27 STREET FLOW TRAVEL TIME(MIN.) = 2.24 Tc(MIN.) = 12.93 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.055 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA FP Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.67 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.67 SUBAREA RUNOFF(CFS) = 3.86 EFFECTIVE AREA(ACRES) = 2.82 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 2.82 PEAK FLOW RATE(CFS) = 6.52 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.54 FLOW VELOCITY(FEET/SEC.) = 3.86 DEPTH*VELOCITY(FT*FT/SEC.) = 1.45 LONGEST FLOWPATH FROM NODE 105.00 TO NODE 111.00 = 955.00 FEET. FLOW PROCESS FROM NODE 111.00 TO NODE 121.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 586.10 DOWNSTREAM(FEET) = 582.20 FLOW LENGTH(FEET) = 53.40 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 5.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.68 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.52 PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 13.00 LONGEST FLOWPATH FROM NODE 105.00 TO NODE 121.00 = 1008.40 FEET. **************************************************************************** 09/22/03 Q25-7 FLOW PROCESS FROM NODE 121.00 TO NODE 121.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 13.00 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.045 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 3.69 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 3.69 SUBAREA RUNOFF(CFS) = 8.49 EFFECTIVE AREA(ACRES) = 6.51 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 6.51 PEAK FLOW RATE(CFS) = 14.99 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 131.00 IS CODE = 41 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)««< ELEVATION DATA: UPSTREAM(FEET) = 582.20 DOWNSTREAM(FEET) = 578.40 FLOW LENGTH(FEET) = 232.10 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.29 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.99 PIPE TRAVEL TIME(MIN.) = 0.42 Tc(MIN.) = 13.42 LONGEST FLOWPATH FROM NODE 105.00 TO NODE 131.00 = 1240.50 FEET. **************************************************************************** FLOW PROCESS FROM NODE 131.00 TO NODE 131.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE To(MIN) = 13.42 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.988 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.71 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.71 SUBAREA RUNOFF(CFS) = 1.60 EFFECTIVE AREA(ACRES) = 7.22 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 7.22 PEAK FLOW RATE(CFS) = 16.25 END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.22 TC(MIN.) = 13.42 EFFECTIVE AREA(ACRES) = 7.22 AREA -AVERAGED Fm(INCH/HR)= 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.50 PEAK FLOW RATE(CFS) = 16.25 09/22/03 Q25-8 END OF RATIONAL METHOD ANALYSIS 09/22/03 Q25-9 Q 100 HYDROLOGY FOR CATCH BASINS 09/22/03 CBQ100-1 **************************************************************************** RATIONALMETHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2002 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2002 License ID 1251 Analysis prepared by: MADOLE & ASSOCIATES, INC. 10601 CHURCH STREET SUITE 107 RANCHO CUCAMONGA CA 91730 909.948.1311 FAX.948.8464 ************************** DESCRIPTION OF STUDY ************************** * 100-YEAR DRAINAGE STUDY FOR TRACT 16176 (PA 11) CATCH BASINS * SIERRA LAKES, FONTANA * JN 826-1177 wli ************************************************************************** FILE NAME: P:\826-1177\Drainage\Hydrology\PA11cb100.DAT2:032 TIME/DATE OF STUDY: 18:55 09/22/2003 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.5300 *ANTECEDENT MOISTURE. CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.0 2.00 0.0312 0.10 0.01:0 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0312 0.125 0.0160 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.20 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< 09/22/03 CBQ100-2 »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 430.00 ELEVATION DATA: UPSTREAM(FEET) = 597.10 DOWNSTREAM(FEET) = 585.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.045 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.762 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.15 0.98 0.50 32 9.04 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 4.42 TOTAL AREA(ACRES) = 1.15 PEAK FLOW RATE(CFS) = 4.42 **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< . »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 450.00 ELEVATION DATA: UPSTREAM(FEET) = 608.30 DOWNSTREAM(FEET) = 598.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.553 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.608 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc • LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.21 0.98 0.50 32 9.55 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 4.49 TOTAL AREA(ACRES) = 1.21 PEAK FLOW RATE(CFS) = 4.49 **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 62 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STREET TABLE SECTION # 2 USED)««< UPSTREAM ELEVATION(FEET) = 598.10 DOWNSTREAM ELEVATION(FEET) = 584.70 STREET LENGTH(FEET) = 385.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0160 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 09/22/03 CBQ100-3 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.73 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.21 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.17 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.46 STREET FLOW TRAVEL TIME(MIN.) = 1.54 Tc(MIN.) = 11.09 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.213 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.74 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.74 SUBAREA RUNOFF(CFS) = 2.48 EFFECTIVE AREA(ACRES) = 1.95 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 1.95 PEAK FLOW RATE(CFS) = 6.54 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = . 11.84 FLOW VELOCITY(FEET/SEC.) = 4.30 DEPTH*VELOCITY(FT*FT/SEC.) = 1.56 LONGEST FLOWPATH FROM NODE 25.00 TO NODE 27.00 = 835.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 46.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR. INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 545.00 ELEVATION DATA: UPSTREAM(FEET) = 592.90 DOWNSTREAM(FEET) = 582.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.717 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.301 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HP) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.16 0.98 0.50 32 10.72 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.98 TOTAL AREA(ACRES) = 1.16 PEAK FLOW RATE(CFS) = 3.98 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 56.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 335.00 ELEVATION DATA: UPSTREAM(FEET) = 587.50 DOWNSTREAM(FEET) = 582.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 09/22/03 CBQ100-4 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.193 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.715 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.83 0.98 0.50 32 9.19 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.16 TOTAL AREA(ACRES) = 0.83 PEAK FLOW RATE(CFS) = 3.16 **************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 108.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 455.00 ELEVATION DATA: UPSTREAM(FEET) = 609.10 DOWNSTREAM(FEET) = 600.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.861 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.521 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.09 0.98 0.50 32 9.86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.96 TOTAL AREA(ACRES) = 1.09 PEAK FLOW RATE(CFS) = 3.96 **************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 112.00 IS CODE = 62 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STREET TABLE SECTION # 2 USED)««< UPSTREAM ELEVATION(FEET) = 600.10 DOWNSTREAM ELEVATION(FEET) = 590.60 STREET LENGTH(FEET) = 340.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0160 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) _ STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 13.63 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.19 8.29 09/22/03 CBQ1.00-5 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.67 STREET FLOW TRAVEL TIME(MIN.) = 1.35 Tc(MIN.) = 11.21 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.186 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN. RESIDENTIAL "5-7 DWELLINGS/ACRE" A 2.60 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 2.60 SUBAREA RUNOFF(CFS) = 8.65 EFFECTIVE AREA(ACRES) = 3.69 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 3.69 PEAK FLOW RATE(CFS) = 12.28 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 15.98 FLOW VELOCITY(FEET/SEC.) = 4.60 DEPTH*VELOCITY(FT*FT/SEC.) = 2.05 LONGEST FLOWPATH FROM NODE 106.00 TO NODE 112.00 = 795.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 125.00 TO NODE 126.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 242.00 ELEVATION DATA: UPSTREAM(FEET) = 590.10 DOWNSTREAM(FEET) = 583.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.120 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.497 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.71 0.98 0.50 32 7.12 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.20 TOTAL AREA(ACRES) = 0.71 PEAK FLOW RATE(CFS) = 3.20 END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.71 TC(MIN.) = 7.12 EFFECTIVE AREA(ACRES) = 0.71 AREA -AVERAGED Fm(INCH/HR)= 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 PEAK FLOW RATE(CFS) = 3.20 END OF RATIONAL METHOD ANALYSIS 09/22/03 CBQ100-6 1; Q 25 HYDROLOGY FOR CATCH BASINS r 10/10/03 CBQ25-1 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2002 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2002 License ID 1251 Analysis prepared by: MADOLE & ASSOCIATES, INC. 10601 CHURCH STREET SUITE 107 RANCHO CUCAMONGA CA 91730 909.948.1311 FAX.948.8464 ************************** DESCRIPTION OF STUDY ************************** * 25-YEAR DRAINAGE STUDY FOR TRACT 16176 (PA 11) CATCH BASINS * SIERRA LAKES, FONTANA * JN 826-1177 wli ************************************************************************** FILE NAME: P:\826-1177\Drainage\Hydrology\PA11cb25.DAT TIME/DATE OF STUDY: 07:52 10/10/2003 * * * USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.050 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.530 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 25.00 1-HOUR INTENSITY(INCH/HOUR) = 1.2167 SLOPE OF INTENSITY DURATION CURVE = 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/WAY (FT) (FT) (FT) (FT) (n) __ ____ 30.0 20.9 9r048,'8-.-018/0,038 0,-67 3,0O 0.0312 0.-164 0,01.60 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0312 0.125 0.0160 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.20 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER -SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 21 10/10/03 CBQ25-2 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« == ____________ ____ ========== INITIAL SUBAREA FLOW-LENGTH(FEET) = 430.00 ELEVATION DATA: UPSTREAM(FEET) = 597.10 DOWNSTREAM(FEET) = 585.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.045 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.787 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) "5-7 DWELLINGS/ACRE" SUBAREA AVERAGE PERVIOUS SUBAREA AVERAGE PERVIOUS SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) = Ap SCS Tc (DECIMAL) CN (MIN.) A 1.15 0.98 0.50 32 9.04 LOSS RATE, Fp(INCH/HR) = 0.98 AREA FRACTION, Ap = 0.50 3.41 1.15 PEAK FLOW RATE(CFS) = 3.41 **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH ,FOR INITIAL SUBAREA« -= == -__ _________________ _ INITIAL SUBAREA FLOW-LENGTH(FEET) = 450.00 ELEVATION DATA: UPSTREAM(FEET) = 608.30 DOWNSTREAM(FEET) = 598.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.553 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.664 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.21 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.46 TOTAL AREA(ACRES) = 1.21 PEAK FLOW RATE(CFS) = Ap SCS Tc (DECIMAL) CN (MIN.) 0.50 32 9.55. 3.46 **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 62 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STREET TABLE SECTION # 2 USED)««< UPSTREAM ELEVATION(FEET) = 598.10 DOWNSTREAM ELEVATION(FEET) = 584.70 STREET LENGTH(FEET) = 385.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) _ 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0160 10/10/03 CBQ25-3 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.41 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.33 HALFSTREET FLOOD WIDTH(FEET) = 10.04 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.91 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.28 STREET FLOW TRAVEL TIME(MIN.) = 1.64 Tc(MIN.) = 11.19 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.332 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.74 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 0.74 SUBAREA RUNOFF(CFS) = 1.89 EFFECTIVE AREA(ACRES) = 1.95 AREA -AVERAGED Fp(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 1.95 PEAK FLOW RATE(CFS) = 4.99 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = 10.59 FLOW VELOCITY(FEET/SEC.) = 4.03. DEPTH*VELOCITY(FT*FT/SEC.) = 1.36 LONGEST FLOWPATH FROM NODE 25.00 TO NODE 27.00 = 835.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 46.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« _____ _____ ====== ===__==_== INITIAL SUBAREA FLOW-LENGTH(FEET) = 545.00 ELEVATION DATA: UPSTREAM(FEET) = 592.90 DOWNSTREAM(FEET) = 582.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.717 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.420 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.16 0.98 0.50 32 10.72 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.06 TOTAL AREA(ACRES) = 1.16 PEAK FLOW RATE(CFS) = 3.06 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 56.00 IS CODE = 21 _ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 335.00 ELEVATION DATA: UPSTREAM(FEET) = 587.50 DOWNSTREAM(FEET) = 582.40 10/10/03 CBQ25-4 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.193 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.750 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.83 0.98 0.50 32 9.19 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 2.44 TOTAL AREA(ACRES) = 0.83 PEAK FLOW RATE(CFS) = 2.44 **************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 108.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« as aaaaaaaaaaaaaaaa== a a INITIAL SUBAREA FLOW-LENGTH(FEET) = 455.00 ELEVATION DATA: UPSTREAM(FEET) _ 609.10 DOWNSTREAM(FEET) = 600.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.861 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.595 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.09 0.98 .0.50 32 9.86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 3.05 TOTAL AREA(ACRES) = 1.09 PEAK FLOW RATE(CFS) = 3.05 **************************************************************************** FLOW PROCESS FROM NODE 108.00 TO NODE 112.00 IS CODE = 62 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STREET TABLE SECTION # 2 USED)< «< === UPSTREAM ELEVATION(FEET) = 600.10 DOWNSTREAM ELEVATION(FEET) = 590.60 STREET LENGTH(FEET) = 340.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0160 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0199 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 12.23 6.36 10/10/03 CBQ25-5 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.94 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.46 STREET FLOW TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 11.30 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.314 SUBAREA LOSS RATE DATA(AMC II) DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 2.60 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 2.60 SUBAREA RUNOFF(CFS) = 6.61 EFFECTIVE AREA(ACRES) = 3.69 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 3.69 PEAK FLOW RATE(CFS) = 9.39 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.34 FLOW VELOCITY(FEET/SEC.) = 4.32 DEPTH*VELOCITY(FT*FT/SEC.) = 1.78 LONGEST FLOWPATH FROM NODE 106.00 TO NODE 112.00 = 795.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 125.00 TO NODE 126.00 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« = ===== ssasssssssssss === = = = INITIAL SUBAREA FLOW-LENGTH(FEET) = 242.00 ELEVATION DATA: UPSTREAM(FEET) = 590.10 DOWNSTREAM(FEET) = 583.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.120 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.371 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 0.71 0.98 0.50 32 7.12 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 2.48 TOTAL AREA(ACRES) = 0.71 PEAK FLOW RATE(CFS) = 2.48 a ===a===== ==== = = = END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.71 TC(MIN.) = 7.12 EFFECTIVE AREA(ACRES) = 0.71 AREA -AVERAGED Fm(INCH/HR)= 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 PEAK FLOW RATE(CFS) = 2.48 _=_== _ == === == ss s-s-a-a-s======aaass ===== aa----s--s---sa----s---ss--a-s---s-- END OF RATIONAL METHOD ANALYSIS 10/10/03 CBQ25-6 1 1 1 STREET FLOW DEPTH CATCH BASIN SIZING CALCULATIONS 09/23/03 D-1 NE EN I - - N I - MN - NE N I 1 1 I M N 1 I R/W 50/54' 5' 6 0.01 '054' R/W +0.03'050' R/W 2Z LEVEL LINE NC. © SIDEWALK O CONC. CUR. & GUTTER R/W 54' R/W AC PAVEMENT 2Z R/W 5' CONC. SIDEWALK © CONC. CURB & GUTTER O2 BROOKSIDE WAY (STA. 1 1 +32 TO STA. 17+43.73), LANDMARK DR, MIRA VISTA LN, AND LOS COYOTES STREET 50' R/W SATICOY PLACE T1=5.5 TYPICAL SECTION NOT TO SCALE R/W J:\826-1177\Street\st0l.dwg, 01/23/2004 06:08:57 AM, WI r<< MADOLE & ASSOCIATES, INC. Civil Engineers -Land Surveyors -Planners 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 (909)948-1311 fax948-8464 Job SIERRA LAKES 826-1177 Sheet No. Calculated by: WI Checked by: of Date 10/10/03 Date Scale nts `'STREET'FLOWDEPTH'CALCULATION Description: SIERRA LAKES PA-11, TRACT 16176 Standard Street Flow - 20' Half -width 100-YEAR STREET FLOWS Condition: Street R/O/W = 51 ft, Curb -Curb = 40 ft, Curb Height = 6 in, Crossfall = 0.02 ft/ft Curb Geometry: Batter = 0.17', Gutter Width = 1.5', Hike = 0.11', Up = 0.03' Parkway Width/Slope/Mannings N = 5.5' / 0.02 / 0.025, Street Mannings N = 0.015 0.70 0.60 1 0.50 - 0.40 - 0.30 - 0.20 - 0.10 - 0.00 0.00 0.00 Street Cross-section Diagram 0.1 0.11 10.00 0.14 0.11 0.50 0.61 Slope Standard Flow to Crown (d=0.51ft) Left Right Total Flow Conditions (cfs) Flow to Curbs (d=0.5ft) Left Right Total Flow to R/OIW (d=0.61ft) Left Right Total 0.0050 9.9 1.3 3� 14.0 9.9 -1..' •3 19.9 6' 28.1 9.3 5 � Y 9.3 18.6 ��;. .„, 19.5 19.5 39.0 6 ° " ..i` 2.3,. 0 00. 0.0100 14.0 13.1 13.1 26.3 276 27.6 552 14100124 15:6 56. i 3' 4s6fatl I4• 293. `' 07 `' 07. v: 61 0.0150 17.2 17.2 34.4 16.1 16.1 32.2 33.8 33.8 67.6 0.02 � 19.9:k, -9.9; - 9.7fi ' 8 6� 6F ,;37.2 39.0 i 43.6 -,>39 0 - 78i0 43.6 87.2 < 0.025 .. 22.2 22.2 44.4 20.8 20.8 41.6 ... 0:03.... = f .e24Y7.. ._2 . ,3 ,.. . 48.6 " .,,22 _ ... .> M - , 4 .... .. ,,47»8. '. , . 47.8 .: < . -9 Slope ft/ft Q cfs Flow Depth at Flow Rate (ft) Left side Right side (ft) (ft) Condition Slope Q ft/ft cfs (ft) Left side Right side (ft) (ft) Condition 0.0060 0 00060 z 0.0128 6.2 �00'132 0.0128 3.2 0.0284 8.6 0.01 0.01 0.39 0.4 0.33 0.33 0.39 0.01 0.01 0.39 0.4 0.33 0.33 0.39 Below Crown BelawPrown l Below Crown Below,Crown Below Crown Below- Below Crown 0.0284 0:0328 0.0120 12.3 0.43 0.43 0 Below Crown Below0ro* 0200 a 0.0260 .0260< 0.0250 BelowCr" i, P:1826-11771Drainage\Hydraulic CaIc1100StFIow-CBsizing.xls I 1/23/2004 1 of 1 Description: MADOLE & ASSOCIATES, INC. Civil Engineers -Land Surveyors -Planners 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 (909)948-1311 fax948-8464 Job SIERRA LAKES 826-1177 Sheet No. of Calculated by: ATS Date 10/10/03 Checked by: Date Scale nts STREET FLOW DEPTH AND CATCH BASIN SIZING CALCULATIONS - REFERENCES SIERRA LAKES PA-11, TRACT 16176 (1) Street Flow Depth determination based on Manning's equation. (2) Catch basin width calculations based on the following equations and references: (a) (b) (c) (d) Curb -opening Inlets on Grade (Flow -by): Total interception: Lt = Q / 0.6 / (LD + Depth)^1.5 Curb -opening Inlets on Grade (Flow -by): Partial interception: Qp = Qt (1- [(Lt-Lp)/Lt)]"(1/0.55)) Curb -opening and Grate Inlets at Sump: Orifice Equation: Q = C L H"1.5 Grate -opening Inlets on Grade (Flow -by): Drainage Criteria & Design Manual, City of Temple, TX. P:\826-1177\Drainage\Hydraulic_Calc1100StFlow-CBsizing.xls 12/23/2003 1 of 1 Description: MADOLE & ASSOCIATES, INC. Civil Engineers -Land Surveyors -Planners 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 (909)948-1311 fax948-8464 Job SIERRA LAKES 826-1177 Sheet No. Calculated by: Checked by: of .WI Date 10/10/03 I Date Scale nts STREET FLOW DEPTH AND CATCH BASIN SIZING CALCULATIONS SIERRA LAKES PA-11, TRACT 16176 100-YEAR STREET FLOWS street flow depth: 0.51 Location / Description Slopes Street Flow Inlet Flow CB / Sect. Section Section Ref Type Street (0=Sump) Cross Prkwy/ Drvwy Hydrology Carry- Total Q over 0 Q Depth **CB Type W (all) W (if different) Q In Carry - over Q to CB A Al "Street" 0.02 0.02 7.2 0.0 7.2 0.38 CIS 10 10 7.2 0.0 A4 Al "Street" 0.0240 0.02 0.02 4.4 0.0 4.4 , 0.33 CIF 14 14 4.4 0.0 Al A3 Al "Street" 0.0132 0.02 0.02 6.5 0.0 6.5 0.4 CIF 17 21 6.5 0.0 B1 A2 Al "Street" 0.0128 0.02 0.02 4 2.2 6.2 0.39 CIF 17 21 6.2 0.0 Al Al "Street" 0.0128 0.02 0.02 3.2 0.0 3.2 0.33 CIF 10 10 3.2 0.0 8.9281 B1 Al "Street" 0.02 0.02 3.2 2.1 5.3 0.57 CIS 4 4 5.3 0.0 "64reel Be6 8.39 614- £a 14 7.0 1.0 D Al 879284 8.8€ 9 8£ 8.6 978 Al "Street" B2 Al "Street" 0.0284 % 0.02 0.02 12.3 0.0 12.3 0.43 CIF 31 21 • 10.2 2.1 B1 B Al "Street" 0.0284 0.02 0.02 8.6 0.0 8.6 0.39 CIF , 23 14 6.4 2.2 A2 Al "Street" I I I I i 1 j I I i I i I i I I I i ! - See Section Reference" Detail information on "Sections" Sheet ** - C=Curb-Opening, I = Inlet, F=Flowby, S=Sump, G = Grate -Opening (width for "G" =CI necessary for desired flow interception) ICB/Sect. Notes: Directional Prefix ("NA6") means section upstream of A6; Suffix (e.g., "A6w") means A6 size contribution from direction ' P:\826-1177\Drainage\Hydraulic_Calc1100StFIow-CBsizing.xls 1/25/2004 1 of 1 **************************************************************************** »»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) = 7.20 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.38 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.96 �= 0 lc STREETFLOW(CFS) = 4.40 GUTTER FLOWDEPTH(FEET) = 0.33 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.41 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 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.08 0.62 0.66 0.87 1.08 1.28 1.49 1.69 1.90 2.09 2.26 2.42 2.57 2.73 2.88 3.03 3.18 3.30 3.42 3.53 3.64 3.75 3.86 3.97 4.08 4.18 4.28 4.38 4.40 (4l **************************************************************************** »»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. AA - ter -- I »»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) = 6.50 GUTTER FLOWDEPTH(FEET) = 0.40 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW. INTERCEPTION 1.70 0.97 2.00 1.14 2.50 1.41 3.00 1.67 3.50 1.93 4.00 2.20 4.50 2.45 5.00 2.71 5.50 2.95 6.00 3.19 6.50 3.39 7.00 3.60 7.50 3.80 8.00 3.99 8.50 4.19 9.00 4.38 9.50 4.56 10.00 4.74 10.50 4.90 11.00 5.05 11.50 5.19 12.00 5.33 12.50 5.46 13.00 5.59 13.50 5.72 14.00 5.84 14.50 5.96 15.00 6.07 15.50 6.19 16.00 6.29 16.50 6.40 16.98 6.50 w ' l 7 **************************************************************************** »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) = 6.20 GUTTER FLOWDEPTH(FEET) = 0.39 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.66 0.92 2.00 1.10 2.50 1.36 3.00 1.61 3.50 1.87 4.00 2.12 4.50 2.37 5.00 2.62 5.50 2.86 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.50 16.00 16.50 16.63 3.08 3.27 3.47 3.67 3.86 4.04 4.22 4.40 4.57 4.72 4.86 5.00 5.13 5.26 5.39 5.51 5.63 5.74 5.85 5.96 6.07 6.17 6.20 1' 1 Cp 4 �� 2'� > I' **************************************************************************** »»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) = 3.20 GUTTER FLOWDEPTH(FEET) = 0.33 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.02 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 8.50 9.00 9.50 10.00 10.24 0.45 0.65 0.86 1.06 1.27 1.47 1.64 1.80 1.96 2.11 2.26 2.39 2.51 2.62 2.73 2.84 2.95 3.05 3.15 3.20 ID 1 **************************************************************************** »»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. U STREETFLOW(CFS) = 8.60 GUTTER FLOWDEPTH(FEET) = 0.39 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.31 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.50 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50 20.00 20.50 21.00 1.28 1.38 1.64 1.90 2.16 2.41 2.67 2.92 3.17 3.42 3.67 3.90 4.13 4.34 4.54 4.73 4.93 5.12 5.31 5.50 5.69 5.87 6.04 6.22 6.38 6.53 6.67 6.81 6.95 7.08 7.21 7.34 7.46 7.58 7.70 7.82 7.94 8.05 8.16 14' 14) t �c+ S t� ltm-re HA ty. `t l.19 G Iv( G LL- CA -PT 1, ►2 tZ **************************************************************************** »»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) = 12.30 GUTTER FLOWDEPTH(FEET) = 0.43 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.98 1.88 3.00 1.89 3.50 2.19 4.00 2.48 4.50 2.77 5.00 3.07 5.50 3.35 6.00 3.64 6.50 3.93 7.00 4.21 7.50 4.50 8.00 4.78 8.50 5.06 9.00 5.34 9.50 5.59 10.00 5.84 10.50 6.08 11.00 6.31 11.50 6.53 12.00 6.76 12.50 6.98 13.00 7.19 13.50 7.41 14.00 7.62 14.50 7.84 15.00 8.05 15.50 8.25 16.00 8.45 16.50 8.65 17.00 8.84 17.50 9.03 18.00 9.21 18.50 9.37 19.00 9.54 19.50 9.69 20.00 9.85 20.50 10.00 21.00 10.15 �u - 21.50 10.29 10,2 c c- L7 -tI. or3Y + 2, I **************************************************************************** »»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) = 5.30 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.57 G 4, S 3 -4.5 .= »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.99 t 1 SUMMARY TABLE FOR SUMP CB'S These basins are in low points. not sumps 0100 cfs PONDING DEPTH. Inches WIDTH REOUIRED. W-FT 7.2 10 3.1 5.3 10 2.3 C.B. WIDTH. FT PONDING DEPTH. Inches CAPACITY, cfs 10 10 23.4>7.2 4 10 9.4 > 5.3 CB # A2 (W=21) has additional capacity downstream from CB # B 1 (W=4) »»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) = 23.40 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 10.02 **************************************************************************** »»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) = 9.40 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.03 »»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) = 7.20 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.08 **************************************************************************** »»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) = 5.30 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.83 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 2.27 MADOLE & ASSOCIATES, INC. Civil Engineers -Land Surveyors -Planners 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 (909)948-1311 fax948-8464 Job SIERRA LAKES 826-1177 Sheet No. Calculated by: WI Checked by: of Date 10/10/03 Date Scale nts :r;STREETFL'OWDEPTH=CALCULATION:, Description: SIERRA LAKES PA-11, TRACT 16176 Standard Street Flow - 20' Half -width 25-YEAR STREET FLOWS Condition: Street R/O/W = 51 ft, Curb -Curb = 40 ft, Curb Height = 6 in, Crossfall = 0.02 ft/ft Curb Geometry: Batter = 0.17', Gutter Width = 1.5', Hike = 0.11', Lip = 0.03' Parkway Width/Slope/Mannings N = 5.5' / 0.02 / 0.025, Street Mannings N = 0.015 0.70 0.60 0.50 - 0.40 - 0.30 - 0.20 - 0.10 - 0.00 Street Cross-section Diagram 0.1 0.11 0.00 0.14 0.11 0.00 10.00 20.00 30.00 40.00 0.50 0.00 50.00 0.61 60 00 Slope Standard Flow to Crown (d=0.51ft) Left Right Total Flow Conditions (cfs) Flow to Curbs (d=0.5ft) Left Right Total Flow to R/O/W (d=0.61ft) Left Right Total 0.0050 9.9 9.9 19.9 9.3 9.3 18.6 19.5 19.5 39.0 :D090 awL. , ��"�13� �� ' 36 ✓e ��"13'3.�4 �>�.26 6 � wi K �2--5 „ -�a"f215 4- ����2?fg �u �,�,..�6.�...k,�26 .. alai-OCT . 0 14.0 28.1 13.1 131 26.3 27.6 27 6 55 2 001247 18 17.2 a6-...F-7313,a .."1. 6., ... .46t' 93.' �3075ez� D7., ..614 0.0150 17.2 34.4 16.1 ,_ 16.1 32.2 33.8 33.8 67.6 &, 002 .t . 1m, 19914 . ' .,.em_. a.. 99 xr. -: 9 18 , .. ,.. w .�' 18.6 ' .... '� t y 37.2 J-iat0`., '.390, i;39.0'.::. >88D 0.025 '0 3..:< 22.2 243-in- a�.a.... v.CtaY��m. 22.2 44.4 20.8 .. 28,.u, 20.8 41.6 43.6 .3 43.6 47. 87.2 .5.5,2,.. w 43s . .-,. 48.6.. __zl22.8.;a.._ .. 5 : . Slope Q ft/ft cfs 0.0060 0 0.00 0.0128 4.2 O'132 0.0128 2.4 0.0284 6.5 (ft) Left side (ft) 0.01 0.01 0.35 0.37 0.31 0.31 0.36 Flow Depth at Flow Rate Right side (ft) 0.01 0.01 0.35 0.37 0.31 0.31 0.36 Condition Below Crown BelowMrowtil Below Crown Below`Crown Below Crown Below Crnwn: Below Crown Slope ft/ft Q cfs 0.0284 9.4 0320 0.0120 i?200 r' 0.0260 26' 0.0250 (ft) Left side (ft) 0.4 Right side (ft) 0.4 P:1826-11771Drainage\Hydraulic_Calc125StFlow-CBsizing.xls 1/25/2004 1 of 1 1 rt MADOLE & ASSOCIATES, INC. Civil Engineers -Land Surveyors -Planners 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 (909)948-1311 fax948-8464 Job SIERRA LAKES 82b-1177 Sheet No. Calculated by: Checked by: of WI Date 10/10/03 Date Scale nts Description: STREET FLOW DEPTH AND CATCH BASIN SIZING CALCULATIONS SIERRA LAKES PA-11, TRACT 16176 25-YEAR STREET FLOWS If -street flow depth: 0.51 Location / Description Slopes Street Flow Inlet Flow CB / Sect. Section Ref' Section Street (o=Sump) • Prkwy/ Cross : Drvwy Hydrology Carry- Total Q , over Q' Q Depth '"CB Type W (all) W (if different) Q In Carry - over Q to CB A Al "Street" ; 0.02 0.02 5.5 0.0 5.5 0.32 CIS 10 10 5.5 0.0 A4 Al "Street" 0.0240 0.02 ' 0.02 3.4 0.0 3.4 0.31 CIF 11 i 14 3.4 0.0 Al A3 Al "Street" 0.0132 , 0.02 0.02 5 0.0 5.0 0.37 CIF 14 21 5.0 0.0 B1 A2 Al "Street" 0.0128 . 0.02 0.02 3.1 1.1 4.2 0.35 CIF 12 21 4.2 0.0 Al Al "Street" 0.0128 0.02 0.02 2.4 0.0 2.4 0.31 CIF 8 10 2.4 0.0 "Gt-ct" 0.1 0.0 0.1 0.4 CI 9 21 04 9.G X2 Al 979B8 4 0.82 0.02 B1 Al "Street" 0.02 0.02 2.5 0.8 3.3 0.42 CIS 4 4 3.3 0.0 "Cto-ct" 0.0 C.0 0.3C CIF 10 14 C.0 0.2 I X , Al 0.0204 0.02 0.0E C.S Al "Street" B2 Al "Street" 0.0284 0.02 0.02 9.4 0.0 9.4 0.4 CIF 25 i 21 8.6 0.8 B1 B Al "Street" 0.0284 0.02 0.02 6.5 0.0 6.5 0.36 CIF 19 ; 14 5.4 1.1 A2 Al "Street" ! '. I i I � I I • I 1 ! . I - See "Section Reference" Detail information on "Sections" Sheet - C=Curb-Opening, I = Inlet, F=Flowby, S=Sump, G = Grate -Opening (width for "G" =CI necessary for desired flow Interception) CB/Sect. Notes: Directional Prefix ("NA6") means section upstream of A6: Suffix (e.g., "A6w") means A6 size contribution from direction ' P:\826-1177\Drainage\Hydraulic_Calc\25StFIow-CBsizing.xls 1/25/2004 1 of 1 **************************************************************************** »»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) = 5.50 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.32 � ©t4 3 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 9.84 Ct2: ID e?V. »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) = 3.40 GUTTER FLOWDEPTH(FEET) = 0.31 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.16 0.48 1.50 0.61 2.00 0.80 2.50 0.99 3.00 1.18 3.50 1.37 4.00 1.56 4.50 1.72 5.00 1.87 5.50 2.02 6.00 2.16 6.50 2.31 7.00 2.45 7.50 2.56 8.00 2.67 8.50 2.77 9.00 2.88 9.50 2.98 10.00 3.08 10.50 3.18 11.00 3.28 11.50 3.38 11.62 3.40 **************************************************************************** »»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) = 5.00 GUTTER FLOWDEPTH(FEET) = 0.37 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.42 0.73 1.50 0.77 2.00 1.02 2.50 1.26 3.00 1.50 3.50 1.73 4.00 1.97 4.50 2.20 5.00 2.41 5.50 2.60 6.00 2.79 6.50 2.97 7.00 3.15 7.50 3.32 8.00 3.49 8.50 3.66 9.00 3.79 9.50 3.93 10.00 4.05 10.50 4.18 11.00 4.30 11.50 4.42 12.00 4.53 12.50 4.64 13.00 4.75 13.50 4.86 14.00 4.96 14.18 5.00 **************************************************************************** »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) = 0.35 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.26 0.60 1.50 0.71 2.00 0.94 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 12.63 1.16 1.38 1.60. 1.82. 2.02 2.20 2.37 2.54 2.71 2.87 3.03 3.16 3.28 3.40 3.52 3.64 3.75 3.86 3.97 4.07 4.17 4.20 L7 1 **************************************************************************** »»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) = 2.40 GUTTER FLOWDEPTH(FEET) = 0.31 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.82 0.34 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 0.41 0.60 0.79 0.98 1.16 1.31 1.46 1.60 1.74 1.85 1.96 2.06 7.00 2.17 7.50 2.26 8.00 2.36 8.20 2.40 0.d(rer Ar e--Q"10 1 1 1 »»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) = 6.50 GUTTER FLOWDEPTH(FEET) = 0.36 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.90 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 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.50 16.00 16.50 17.00 17.50 18.00 18.50 18.97 0.94 0.99 1.23 1.46 1.69 1.92 2.15 2.38 2.61 2.83 3.04 3.24 3.42 3.60 3.77 3.95 4.12 4.29 4.45 4.62 4.77 4.90 5.03 5.16 5.28 5.40 5.52 5.64 5.76 5.87 5.98 6.09 6.19 6.30 6.40 6.50 ( y'4 FLB u7 r3tt 1 1 »»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) = 9.40 GUTTER FLOWDEPTH(FEET) = 0.40 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.46 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.50 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50 20.00 20.50 21.00 1.41 1.43 1.70 1.97 2.24 2.50 2.76 3.03 3.29 3.55 3.80 4.06 4.29 4.53 4.74 4.95 5.15 5.35 5.55 5.75 5.94 6.14 6.32 6.51 6.69 6.86 7.03 7.18 7.32 7.47 7.61 7.74 7.88 8.01 8.14 8.26 8.38 8.50 8.62 • I-0 :. 7.1 FLOW 13 »»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) = 3.30 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.42 G 6, »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.93 1 z al- • STORM DRAIN HYDRAULICS 09/23/03 H-1 i LINE A' 09/23/03 H-2 IIIIII NM M I I MI- = M M N M MI M I M I I M FILE: P:\826-1177\Drainage\a.WSW W WATER CARD SECT CHN NO OF AVE.PIER HEIGHT 1 CODE NO TYPE PIER/PIP WIDTH DIAMETER CD CD CD CD CD CD CD SPGW SURFACE BASE WIDTH - EDIT LISTING - Version 14.01 PROFILE - CHANNEL DEFINITION LISTING ZL ZR INV Y(1) Y(2) Y(3) Y(4) DROP 1 4 1 3.500 2 4 1 3.500 3 4 1 3.000 4 4 1 2.000 5 2 0 .000 7.500 10.000 .00 6 3 0 .000 2.000 4.000 .000 .000 .00 7 4 1 1.500 HEADING LINE NO 1 I3 - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - W SPGW WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE A W SPGW WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 202.580 1576.290 1 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 211.640 1576.310 2 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT 224.880 1576.330 2 ELEMENT NO 4 IS A REACH * * U/S DATA - STATION INVERT SECT 253.850 1576.390 2 ELEMENT NO 5 IS A REACH * * * U/S DATA STATION INVERT SECT 320.380 1576.530 2 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 328.380 1576.540 2 ELEMENT NO 7 I3 A TRANSITION * * * U/S DATA STATION INVERT SECT 333.380 1576.550 6 ELEMENT NO 8 IS A REACH U/3 DATA STATION INVERT SECT 363.380 1576.610 6 ELEMENT NO 9 IS A TRANSITION * U/S DATA STATION INVERT SECT 368.380 1576.620 3 ELEMENT NO 10 IS A REACH * U/S DATA STATION INVERT SECT 371.380 1576.630 3 ELEMENT NO 11 IS A JUNCTION * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 373.380 1576.640 3 7 0 * Date: 1-22-2004 Time:12:27:57 PAGE 1 Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) PAGE NO 1 PAGE NO 2 W S ELEV 1580.000 N RADIUS ANGLE ANG PT MAN H .013 .000 .000 .000 0 N RADIUS ANGLE ANG PT MAN H .013 22.500 33.715 .000 0 N RADIUS ANGLE ANG PT MAN H - .013 22.500 -73.771 .000 0 N RADIUS ANGLE ANG PT MAN H .013 .000 .000 .000 0 N RADIUS ANGLE ANG PT MAN H .013 45.000 -10.186 .000 0 N .015 .015 N .015 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H 45.000 -38.197 RADIUS ANGLE .000 .000 .000 0 N RADIUS ANGLE ANG.PT MAN H .013 44.997 -3.820 .000 0 * * * N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 .013 2.600 .000 1577.390. .000 75.400 .000 RADIUS ANGLE M M N = -- - I I S M E NM M r M M .000 .000 WSPGW 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 394.930 1576.670 3 .013 45.000 -27.438 .000 0 ELEMENT NO 13 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 399.600 1576.680 3 .015 .000 .000 .000 1 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 403.600 1576.690 3 .013 256.071 -.895 .000 0 ELEMENT NO 15 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 405.600 1576.700 3 7 0 .013 3.100 .000 1577.500 .000 54.400 .000 RADIUS ANGLE .000 .000 ELEMENT NO 16 I3 A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 524.360 1577.180 3 .013 255.999 -26.580 .000 0 ELEMENT NO 17 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 543.450 1577.260 3 .013 .000 .000 .000 0 ELEMENT NO 18 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 551.450 1578.290 4 4 0 .013 24.800 .000 1577.790 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 19 I3 A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 616.670 1579.340 4 .013 .000 .000 .000 0 ELEMENT NO 20 I3 A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 43 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 618.670 1579.380 4 7 0 .013 6.700 .000 1579.900 .000 45.000 .000 RADIUS ANGLE .000 .000 WSPGW PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 21 I3 A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 656.150 1579.970 4 .013 .000 .000 .000 0 ELEMENT NO 22 I3 A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 658.150 1580.010 4 7 0 .013 3.600 .000 1580.270 .000 75.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 23 IS A REACH * * *• U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 833.050 1582.820 4 .013 .000 .000 .000 0 ELEMENT NO 24 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 837.710 1582.920 4 .015 .000 .000 .000 1 ELEMENT NO 25 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 988.970 1587.200 4 .013 .000 .000 .000 0 ELEMENT NO 26 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H E N 1.111 r I N I NM N S O N E 1 1005.870 1587.450 4 ELEMENT NO 27 IS A REACH U/S DATA STATION INVERT SECT 1082.200 1586.570 4 ELEMENT NO 28 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT 1082.200 1588.570 5 ELEMENT NO 29 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1082.200 1588.570 5 .013 22.496 -43.043 .000 0 N RADIUS ANGLE ANG PT MAN H .013 .000 .000 .000 0 FP .500 W S ELEV 1596.700 T1 TRACT 16176 SIERRA LAKES (PA 11) T2 Q100 FINAL HYDRAULICS T3 LINE A SO 202.5801576.290 1 R 211.6401576.310 2 R 224.8801576.330 2 R 253.8501576.390 2 R 320.3801576.530 2 R 328.3801576.540 2 TS 333.3801576.550 6 R 363.3801576.610 6 TS 368.3801576.620 3 R 371.3801576.630 3 JX 373.3801576.640 3 7 R 394.9301576.670 3 R 399.6001576.680 3 R 403.6001576.690 3 JX 405.6001576.700 3 7 R 524.3601577.180 3 R 543.4501577.260 3 JX 551.4501578.290 4 4 R 616.6701579.340 4 JX 618.6701579.380 4 7 R 656.1501579.970 4 JX 658.1501580.010 4 7 R 833.0501582.820 4 R 837.7101582.920 4 R 988.9701587.200 4 R 1005.8701587.450 4 R 1082.2001588.570 4 WE 1082.2001588.570 5 SH 1082.2001588.570 5 CD 1 4 1 .000 3.500 CD 2 4 1 .000 3.500 CD 3 4 1 .000 3.000 CD 4 4 1 .000 2.000 CD 5 2 0 .000 7.500 CD 6 3 0 .000 2.000 CD 7 4 1 .000 1.500 Q 7.200 .0 .013 .013 .013 .013 .013 .015 .015 .015 .013 .013 2.600 .013 .015 .013 .013 3.1 .013 .013 .013 24.8 .013 .013 6.7 .013 .013 3.6 .013 .015 .013 .013 .013 .500 .000 .000 .000 .000 10.000 4.000 .000 .000 .000 .000 .000 .000 .000 .000 1580.000 1577.390 1577.500 1577.790 1579.900 1580.270 1596.700 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 0 33.715 .000 0 - 73.771 .000 0 .000 .000 0 -10.186 .000 0 .000 - 38.197 .000 0 .000 -3.820 .000 0 75.4 .000 -27.438 .000 0 .000 .000 1 -0.895 .000 0 54.4 .000 - 26.580 .000 0 .000 .000 0 30.0 .000 .000 .000 0 45.0 .000 .000 .000 75.0 000 .000 .000 0 .000 .000 1 .000 .000 0 - 43.043 .000 0 .000 .000 0 1 M - N - - E - M M I - - N M FILE: P:\826-1177\Drainage\a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time:12:28: 1 TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS •LINE A Invert Station I Elev L/Elem ICh Slope 202.580 1576.290 9.060 .0022 211.640 1576.310 13.240 .0015 224.880 1576.330 28.970 .0021 253.850 1576.390 - 1- • 66.530 .0021 I I 320.380 1576.530 3.855 1580.385 -I- - -1- - 8.000 .0013 1 1 328.380 1576.540 3.890 1580.430 - I- - - -1- - TRANS STR .0020 333.380 1576.550 3.765 1580.315 - 1- - - -I - 30.000 .0020 1 1 363.380 1576.610 3.967 1580.577 - I- -1- -I- -I- Depth (FT) ******** Water Elev 3.710 1580.000 3.711 1580.021 3.768 1580.098 3.844 1580.234 TRANS STR .0020 368.380 1576.620 - 1 -1- 3.000 .0033 I I 3.864 1580.484 -I- -I- Q I Vel Vel Energy I Super ICriticallFlow ToplHeight/►Base Wt INo Wth (CFS) 1 (FPS) Head Grd.E1.I Elev I Depth I Width IDia.-FTlor I.D. ZL 1Prs/Pip - -I- -I- - - -1- -1- -I- -I- -I- - - -1 I SF Ave HF ISE DpthlFroude NlNorm Dp I "N" I X-Fall ZR IType Ch 1 I I*******1 - I I I******* ***** 1 1 I I I I 48.00 4.99 .39 1580.39 .00 2.16 .00 3.500 .000 .00 1 .0 -I- -1- - -1- -I -I- -I -I- - - I- .0023 .02 3.71 .00 2.92 -.013 .00 .00 PIPE 1 1 I 1 48.00 4.99 .39 1580.41 .00 2.16 .00 3.500 .000 .00 1 0 - -I- -I- -I- -I- -I- -1- -1- - - I- .0023 .03 .00 .00 3.50 .013 .00 .00 PIPE I 1 I I I I 1 1 48.00 4.99 .39 1580.48 .00 2.16 .00 3.500 .000 .00 1 .0 - -I- -1- -I- -I- -I- -1- -I- -1- -1- I- 0023 .07 .00 .00 3.05 .013 .00 .00 PIPE I I I I 48.00 4.99 .39 1580.62 .00 2.16 .00 3.500 .000 .00 1 .0 - -1- -I -I- -I -I -I- -I- -I- -I- I- .0023 .15 3.84 .00 3.01 .013 .00 .00 PIPE I I I I I 1 I I I 48.00 4.99 .39 1580.77 .00 2.16 .00 3.500 .000 .00 1 .0 - I- -I- -1- -I- -I -I- -I- -I- -1- I- .0023 .02 .00 .00 3.50 .013 .00 .00 PIPE 1 I 1 I I I I I 1 48.00 4.99 - .39 1580.82 .00 2.16 .00 3.500 .000 .00 1 .0 - -I- -I- -I- -1-- -I- -1- -1- -I- -1- I- .0030 .02 3.89 .00 .015 .00 .00 PIPE 1 1 I 1 I 1 48.00 6.00 .56 1580.87 .00 1.65 4.00 2.000 4.000 .00 0- .0 -I- -1- -I- -1- -I- -I- -I- -I- -1- 1- .0063 .19 .00 .75 2.00 .015 .00 .00 BOX - I I I I I I I 48.00 6.00 .56 1581.14 .00 1.65 4.00 2.000 4.000 .00 0 .0 - 1- -I- -I- -I- -I- -I- -1- -1- -1- 1- .0066 .03 3.97 .75 .015 .00 .00 BOX - I I I I 48.00 6.79 .72 1581.20 .00 2.26 .00 3.000 .000 .00 1 .0 -I- -I- - -I- -I- -1- -I- -I- -I- -I- I- .0052 .02 .00 .00 3.00 .013 .00 .00 PIPE N - M N S N NM M = I I 1 = N N FILE: P:\826-1177\Drainage\a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time:12:28: 1 TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE A I Invert I Depth Water Q Vel Vel I Energy Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) Elev (CFS) (FPS) Head I Grd.E1. Elev 1 Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip - I- -I- - - - - - -I- -I- - - -1- -I- -I- -1- -I- -1 L/Elem ICh Slope I SF Ave! HF SE DpthlFroude NlNorm Dp I "N" •I X-Fa11I ZR 'Type Ch I I I 1 I I I I 371.380 1576.630 3.899 1580.529 48.00 6.79 .72 1581.25 .00 2.26 .00 3.000 .000 .00 1 .0 - I- -I- - - - - - - -I -I- - - -I -1 -I- -I- -I- 1- JUNCT STR .0050 .0049 .01 .00 .00 .013 .00 .00 PIPE I I I I I I I 1 I 373.380 1576.640 4.046 1580.686 45.40 6.42 .64 1581.33 .00 2.20 .00 3.000 .000 .00 1 .0 - I- -I- - - -I- -I- - - -I -I- -I- -I- -1- 1- 21.550 .0014 .0046 .10 .00 .00 3.00 .013 .00 .00 PIPE 1 I I I 1 394.930 1576.670 4.186 1580.856 45.40 6.42 .64 1581.50 .00 2.20 .00 3.000 .000 .00 1 .0 - I- -I- -1- - - - - -I -I- - - -I- -I- -I- -I- -I- I- 4.670 .0021 0062 .03 4.19 .00 3.00 .015 .00 .00 PIPE I I I I I I I 1 1 399.600 1576.680 4.237 1580.917 45.40 6.42 .64 1581.56 .00 2.20 .00 3.000 .000 .00 1 .0 -I- -1- -1- - - - - -I- -I- - - -1- -I- -I- -1- -1- 1- 4.000 .0025 .0046 .02 .00 .00 3.00 .013 .00 .00 PIPE I 1 1 1 I 1 1 1 403.600 1576.690 4.258 1580.948 45.40 6.42 .64 1581.59 00 2.20 .00 3.000 .000 .00 1 .0 -I -I- -I- - - - - -I- -1 - -I- -I- -I- -I- -1- I- JUNCT STR .0050 .0043 .01 .00 .00 .013 .00 .00 PIPE ! I 1 1 405.600 1576.700 4.412 1581.112 42.30 5.98 .56 1581.67 .00 2.12 .00 3.000 .000 .00 1 .0 - 1- -I- -I- _ _ - - -1- -1- - - -I- -1- -I- -I- -1- 1- 118.760 .0040 .0040 .48 .00 .00 2.45 .013 .00 .00 PIPE I I I I I I 1 1 I 524.360 1577.180 4.470 1581.650 42.30 5.98 .56 1582.21 .00 2.12 .00 3.000 .000 .00 1 .0 -I- -1- -1- -I- - - -1- -I- - - -I- -I- -I- -I- -I I- 19.090 .0042 .0040 .08 4.47 .00 2.41 .013 .00 .00 PIPE 1 I 1 I I 1 I I I / , 543.450 1577.260 4.467 1581.727 42.30 5.98 .56 1582.28 .00 2.12 .00 3.000 .000 .00 1 .0 l�LL -I- -I- -I- -1- - - -I -I- - -I- -I- -1- -i- -1- I- JUNCT STR .1288 .0050 .04 4.47 .00 .013 .00 .00 PIPE 1 I I I I I 551.450 1578.290 3.551 1581.841 17.50 5.57 .48 1582.32 .00 1.51 .00 2.000 .000 .00 1 .0 - I- -I- -I- - -1- - - -I- -1- - -I- -I- -1- -1- -1- I- 65.220 .0161 .0060 .39 3.55 .00 1.13 .013 .00 .00 PIPE N M N - N - NM I - .NM M 1 - - - EN I NM 1 FILE: P:\826-1177\Drainage\a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time:12:28: 1 TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE A I Invert Station I Elev L/Elem ICh Slope I********* 616.670 1579.340 - I- - JUNCT STR .0200 618.670 1579.380 37.480 .0157 656.150 1579.970 -1- - JUNCT STR .0200 658.150 1580.010 61.294 .0161 719.444 1580.995 11.685 .0161 731.128 1581.182 6.537 .0161 737.665 1581.287 5.183 .0161 .1 742.849 1581.371 4.484 .0161 747.333 1581.443 - 1 3.909 .0161 Depth Water Q I Vel Vel I Energy I Super ICriticallFlow Top (FT) Elev (CFS) I (FPS) Head 1 Grd.E1.I Elev I Depth I Width - - - - - -I- -I- -I- -I- -I- -I- - I SF Avel HF ISE DpthlFroude NlNorm Dp 1*******1 I 1 I I 1 2.892 1582.231 17.50 5.57 .48 1582.71 .00 1.51 .00 - - - - - -I- -I -I- -1- -I- -I- - .0041 .01 2.89 .00 I 3.279 1582.659 10.80 3.44 .18 1582.84 .00 1.18 .00 - -1 -I- -I- -I- -1- -I- -1- - .0023 .09 3.28 .00 .86 1 I. 1 2.774 1582.744 10.80 3.44 .18 1582.93 .00 1.18 .00 - -I- -I- -I- -I- -I- -I- -1- -1- - .0016 .00 2.77 .00 1 I 1 2.923 1582.933 7.20 2.29 .08 1583.01 .00 .95 .00 - -I- -I- -I -I- -I- -I -I-. -I- - .0010 .06 2.92 .00 .68 I I I I I I I 2.000 1582.995 7.20 2.29 .08 1583.08 .00 .95 .00 - -I- -I- -I- -I- -1- -I- -1- -1- .0009 .01 2.00 .00 .68 I 1 I I I 1 I 1.814 1582.997 7.20 2.40 .09 1583.09 .00 .95 1.16 - -I- -I- -I- -1- -I- -I- -I- -I- .0009 .01 1.81 .26 .68 1.706 1582.994 7.20 2.52 .10 1583.09 .00 .95 1.42 - -I- -I- -I- -I -I- -I -1 -I- - .0010 .01 1.71 .31 .68 1 I 1.618 1582.989 7.20. 2.64 .11 1583.10 .00 .95 1.57 - -I- -I- -I- -I- -1- -I- -I- -I- - .0011 .00 1.62 .35 .68 I I I 1 1.540 1582.983 7.20 2.77 . .12 1583.10 .00 .95 1.68 - -I- -I- -I- -I- -I- -I- -I- -I- - .0012 .00 1.54 .39 .68 Height/IBase Wt Dia.-FTIor I.D. - -1- "N" I X-Fall 2.000 .000 .013 .00 2.000 .000 .013 .00 2.000 .000 .013 .00 2.000 .000 .013 .00 2.000 .000 .013 .00 1 2.000 .000 .013 .00 2.000 .000 .013 .00 2.000 .000 .013 .00 2.000 .000 .013 .00 INo Wth ZL IPrs/Pip - -I ZR IType Ch 1 .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE_ .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE 1 EN I N - M NE M 1 M N MI E EN FILE: P:\826-1177\Drainage\a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time:12:28: 1 TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE A 1 Invert Station 1 Elev - 1- ,L/Elam ICh Slope 1 751.241 1581.505 -1- - 3.457 .0161 1 754.698 1581.561 3.130 .0161 757.829 1581.611 -1- 1.669 .0161 759.498 1581..638 -1- HYDRAULIC JUMP 1 759.498 1581.638 - 1- 17.623 .0161 777.122 1581.921 - 1- 28.463 .0161 805.585 1582.379 - 1- 15.965 .0161 1 821.550 1582.635 - 1- 11.500 .0161 833.050 1582.820 - 1- 4.660 .0215 Depth (FT) Water Elev 1.470 1582.976 Q (CFS) 7.20 2.91 .13 1583.11 -1- -I- -1- .0014 .00 1.406 1582.967 7.20 3.05 .14 1583.11 - - - - - -I- -I- -I- -I- .0015 .00 1 1.346 1582.957 7.20 3.20 .16 1583.12 - - - -1- -I- -1- -I -I- .0017 .00 1.35 1 I I I I I I 1.291 1582.929 7.20 3.36 .18 1583.10 .00 .95 - -1- -I- -1- -I- -1- -I- -I- -I- Vel Vel 1 Energy 1 Super ICriticallFlow ToplHeight/IHase Wt (FPS) Head 1 Grd.E1.1 Elev I Depth 1 Width IDia.-FTlor I.D. - -1- -I- -I- -I- -I- -1- -1- SF Avef HF ISE DpthlFroude NlNorm Dp 1 "N" 1 X-Fall 1 1 1 1 1 1 I I 1 1 1 1 .00 .95 1.77 2.000 - I- -1- -1- -I- 1.47 .43 .68 .013 1 .00 .95 1.83 2.000 - 1- -1- -1- -1- 1.41 .47 .68 .013 1 .00 .95 1.88 2.000 -1- -I- -I- -1- .51 .68 .013 1 I 1.91 2.000 -1- -1- INo Wth ZL IPrs/Pip - -1 ZR IType Ch 1******* .000 .00 - 1- .00 I .000 - 1- .00 1 .000 -1- .00 .000 -I- 1 1 .0 .00 PIPE 1 .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 1- I 1 1 .669 1582.307 7.20 7.82 .95 1583.26 00 .95 1.89 2.000 .000 .00 1 .0 - -1- -1- -1- -1- -I- -1- -1- -I- -I- -I- -I- I- .0174 .31 .67 1.97 .68 .013 .00 .00 PIPE I I I I I 1 I I I I .669 1582.590 7.20 7.81 .95 1583.54 .00 .95 1.89 2.000 .000 .00 1 .0 -1 -I- -1- -I- -I- -I- -1- -I- -1- -1- -1- I- .0186 .53 .67 1.97 .68 .013 .00 .00 PIPE 1 I I 1 1 I I I I I .646 1583.025 7.20 8.19 1.04 1584.07 00 .95 1.87 2.000 .000 .00 1 .0 - -I- -I- -I- -I- -I- -I -I- -1- -I- -I- -I- I- .0212 .34 .65 2.11 .68 .013 .00 .00 PIPE 1 1 1 I I 1 .624 1583.259 7.20 8.59 1.15 1584.41 .00 .95 1.85 2.000 .000 .00 1 .0 - -I- •-I- -1- -I- -I- -I- -I- -I- -I -1- -I- I- .0242 .28 .62 2.25 .68 .013 .00 .00 PIPE 1 I I I I I 1 I 1 .603 1583.423 7.20 9.01 1.26 1584.68 .00 .95 1.84 2.000 .000 .00 1 .0 - -1- -1- -1- -1- -1- -I -I- -1- -I- -I- -I- 1- .0360 .17 .60 2.41 .68 .015 .00 .00 PIPE M I M N M M I M MINI -i MN E I M- M FILE: P:\826-1177\Drainage\a.WSW W S P G W- CIVILDESIGN Version 14.01 • Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE A PAGE Date: 1-22-2004 Time:12:28: 1 Invert 1 Depth Station I Elev I (FT) -I- -1- L/Elem ICh Slope I I I 837.710 1582.920 .589 5.701 .0283 1 1 843.411 1583.081 .589 58.399 .0283 1 901.810 1584.734 .590 49.737 .0283 951.547 1586.141 .611 - I- -I- - 16.917 .0283 1 1 968.465 1586.620 .632 - I- -I- 9.509 .0283 977.974 1586.889 .655 -I- -I- 6.423 .0283 I 1 984.397 1587.071 .678 4.573 .0283 988.970 1587.200 .702 16.900 .0148 1 1 1005.870 1587.450 .705 -I- -1- 24.337 .0147 Water I Q Elev I (CFS) - -1- 1583.510 1583.671 1585.324 - I- I 1586.752 -1- 1587.252 1587.544 1587.749 - 1- 1587.902 1588.155 7.20 7.20 7.20 7.20 7.20 7.20 7.20 Vel Vel (FPS) Head SF Ave I******* 9.31 9.31 9.28 - -I 8.85 8.44 - -I- 8.04 7.67 1.35 .0283 1.35 .0282 1.34 .0263 1.22 .0230 1.11 .0201 1.00 .0177 91 .0155 7.20 7.31 .83 .0143 7.20 7.27 .82 - -1- - .0139 Energy 1 Super ICriticalIFlow Top Grd.E1.I Elev I Depth I Width -I- -I- -1- HF ISE DpthlFroude NjNorm Dp 1 1 1584.86 .00 .95 1.82 .16 .59 2.52 .59 1585.02 .00 .95 1.82 -I- -I- -1- 1.64 .59 2.52 .59 I 1 1 1586.66 .00 .95 1.82 - -I -I- -I - 1.31 .59 2.51 .59 1 I 1 1587.97 .00 .95 1.84 -I- -I- -1- - .39 .61 2.35 .59 1 1 1 1588.36 .00 .95 1.86 - -I- -1- -1- .19 .63 2.19 .59 I I 1588.55 .00 .95 1.88 .11 .66 2.05 .59 1 1 1588.66 .00 .95 1.89 .07 .68 1.92 .59 1 1 1588.73 .14 .95 1.91 .24 .84 1.79 .70 I I 1 1588.98 .00 .95 1.91 .34 .71 1.78 .70 Height/ Base Wtl Dia.-FT or I.D.I ZL - - - -I- - "N" X-Falll ZR 2.000 .000 .00 .013 .00 .00 2.000 .000 .00 - -- -1- .013 .00 .00 1 2.000 .000 .00 - -I- -1- .013 .00 .00 I I 2.000 .000 - -1- -I- .013 .00 1 1 2.000 .000 - -1- .013 .00 2.000 .000 - -I- -1- .013 .00 1 1 2.000 .000 .013 .00 1 1 2.000 .000 .013 .00 1 1 2.000 .000 .013 .00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE .00 1 .0 .00 PIPE .00 1 .0 1- .00 PIPE .00 1 .0 1- .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 1- .00 PIPE M N - ME 1 NM - - I O I - EN 1 I UN FILE: P:\826-1177\Drainage\a.WSW W S P G W- CIVILDESIGN Version 14.01 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE A PAGE Date: 1-22-2004 Time:12:28: 1 Station L/Elem Invert Elev Ch Slope 1030.208 1587.807 24.596 .0147 1054.803 1588.168 - 1- 11.070 .0147 1065.873 1588.330 6.716 .0147 1072.589 1588.429 4.160 .0147 1076.749 1588.490 2.713 .0147 1079.462 1588.530 1.596 .0147 1081.058 1588.553 - 1- .877 .0147 1081.935 1588.566 .265 .0147 1 1082.200 1588.570 WALL EN- TRANCE Depth (FT) Water Elev .714 1588.521 .739 1588.907 .766 1589.097 .793 1589.222 .822 1589.312 .852 1589.382 .884 .917 .953 1589.437 1589.483 1589.523 1 Q 1 Vel Vel (CFS) I (FPS) Head SF Ave 1 1 7.20 7.15 -1- -1- 7.20 6.82 - 1 -I- I 7.20 6.50 7.20 6.20 - I- -1- 7.20 5.91 7.20 5.64 7.20 7.20 5.12 - 1- -1- 7.20 4.88 Energy Grd.E1. HF .79 1589.32 .0128 .31 .72 1589.63 - I- .0112 .12 1 1 .66 1589.75 - 1- -1- .0098 .07 1 .60 1589.82 -I -1- .0086 .04 .54 1589.85 - 1- -1- .0076 .02 1 1 .49 1589.88 -I- -1- .0066 .01 1 5.37 .45 1589.89 -I- -I- -1- .0058 .01 1 1 .41 1589.89 -I- -1- .0051 .00 1 1 .37 1589.89 - I -1- Super ICriticallFlow ToplHeight/IEase Wtl Elev I Depth 1 Width 1Dia.-FTlor I.D.1 ZL - -I- -1- -I- -I- -I- - SE DpthlFroude NlNorm Dp 1 "N" I X-Fa11I ZR 1 1 1 I I .00 .95 1.92 2.000 .000 .00 - -1- -1- -1- -I- -1- .71 1.74 .70 .013 .00 .00 1 1 1 1 .00 .95 1.93 2.000 .000 .00 - -I- • -I- -1- -I -1- .74 1.62 .70 .013 .00 .00 1 I 1 .00 .95 1.94 2.000 .000 .00 -I- -I- -I- -I- -I- .77 1.52 .70 .013 .00 .00 1 1 I I 1 .00 .95 1.96 2.000 .000 .00 - I- -I- -I- -1- . -1- .79 1.42 .70 .013 .00 .00 1 I 1 I .00 .95 1.97 2.000 .000 .00 - 1- -1- -I- -I- -1- .82 1.32 .70 .013 .00 .00 1 .00 .95 1.98 2.000 .000 .00 - I- -1- -I- -I- -1- .85 1.24 .70 .013 .00 .00 1 I 1 1 I .00 .95 1.99 2.000 .000 .00 - 1- -1- -1- -I- -1- .88 1.15 .70 .013 .00 .00 1 I I I 1 .00 .95 1.99 2.000 .000 .00 - I- -I- -I- -I -1- .92 1.08 .70 .013 .00 .00 .00 .95 2.00 2.000 .000 .00 -I- -I- -1- -I- -I- No Wth Prs/Pip Type Ch 1 .0 P- IPE 1 .0 P- IPE 1 PIPE 1 .0 PIPE 1 P- IPE 1 .0 P- IPE 1 .0 P- IPE 1 '.0 P- IPE 1 .0 M EN EN NM NM IMO N NM E 11111 N 11E1 IMP 11111i FILE: P:\826-1177\Drainage\a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time:12:28: 1 TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE A I Invert I Depth Station I Elev I (FT) L/Elem ICh Slope I *********1*********1 Water I Q Elev I (CFS) 1********* 1 1 1 1082.200 1588.570 1.489 1590.059 7.20 -I- -I- - - -1- Vel Vel I Energy I Super CriticallFlow Top (FPS) Head I Grd.E1.I Elev Depth I Width - -I- -I- -I- - - -I- - SF Ave, HF ISE Dpth Froude NlNorm Dp I I 1 ********I • I I 1 48 Height/IBase Wt Dia.-FTIor I.D. "N" I X-Fall .00 1590.06 .00 .25 10.00 7.500 10.000 -I- -I- - - -I- - - -I - INo Wth ZL IPrs/Pip - -1 ZR [Type Ch .00 0 .0 LINE `B' 09/23/03 H-3 N FILE: P:\826-1177\Drainage\b.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 1-22-2004 Time: 1: 3:55 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 3.500 CD 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 4.500 14.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - W SPGW WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE B PAGE NO 1 WSPGW PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W 3 ELEV 1002.590 1577.790 4 1581.800 ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1026.100 1578.020 4 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1048.720 1578.250 4 .013 22.493 57.619 .000 0 ELEMENT NO 4 I3 A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1062.910 1578.390 4 .013 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 43 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1067.910 1578.440 4 4 0 .013 1.700 .000 1578.450 .000 60.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1299.910 1582.000 4 .013 .000 .000 .000 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 1305.070 1582.200 4 4 0 .015 11.100 .000 1582.200 .000 46.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT 1312.530 1582.790 4 ELEMENT NO 9 IS A REACH * * * U/S DATA STATION INVERT SECT 1329.210 1584.010 4 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT 1357.790 1586.090 4 W SPGW N RADIUS ANGLE ANG PT. MAN H .013 .000 .000 .000 0 N RADIUS ANGLE ANG PT MAN H .013 22.487 42.500 .000 0 N RADIUS ANGLE ANG PT MAN H .013 .000 .000 .000 0 PAGE NO 3 IMO N I MN NE 1 = = 1 N NE I = NM N - - - M I WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1357.790 1586.090 5 .500 ELEMENT NO 12 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1357.790 1586.090 5 1591.090 N- N M N = N- M I M- s-- I IMMI = T1 TRACT 16176 SIERRA LAKES (PA 11) T2 Q100 FINAL HYDRAULICS T3 LINE B SO 1002.5901577.790 4 R 1026.1001578.020 4 R 1048.7201578.250 4 R 1062.9101578.390 4 JX 1067.9101578.440 4 R 1299.9101582.000 4 JX 1305.0701582.200 4 R 1312.5301582.790 4 R 1329.2101584.010 4 R 1357.7901586.090 4 WE 1357.7901586.090 5 SH 1357.7901586.090 5 CD 1 4 1 .000 3.500 CD 2 4 1 .000 3.500 CD 3 4 1 .000 3.000 CD 4 4 1 .000 2.000 CD 5 2 0 .000 4.500 CD 6 3 0 .000 2.000 CD 7 4 1 .000 1.500 Q 8.600 .0 .013 .013 .013 .013 1.700 .013 .015 11.1 .013 .013 .013 .500 .000 .000 .000 .000 14.000 4.000 .000 .000 .000 .000 .000 .000 .000 .000 1581.8 1578.450 1582.200 1591.090 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 0 57.619 .000 0 .000 .000 0 60.0 .000 .000 .000 0 46.0 .000 .000 .000 0 42.500 .000 0 .000 .000 0 M I - 1 M N M - - - M N - l M M - l M FILE: P:\826-1177\Drainage\b.WSW W S P G W- CIVILDESIGN Version 14.01 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE B I Invert Depth Water Station I Elev (FT) Elev L/Elem ICh Slope 1002.590 1577.790 - I- - 23.510 .0098 1026.100 1578.020 -I - 22.620 .0102 1048.720 1578.250 14.190 .0099 1062.910 1578.390 JUNCT STR .0100 1067.910 1578.440 - 1- - 232.000 .0153 1299.910 1582.000 JUNCT STR .0388 1305.070 1582.200 7.460 .0791 1312.530 1582.790 6.301 .0731 1318.831 1583.251 1.953 .0731 4.010 1581.800 3.990 1582.010 4.078 1582.328 4.065 1582.455 PAGE 1 Date: 1-22-2004 Time: 1: 3:59 Q (CFS) 21.40 21.40 21.40 21.40 4.272 1582.712 19.70 2.471 3.021 1584.471 1585.221 - -I- 2.442 1585.232 2.000 1585.251 19.70 8.60 8.60 8.60 Vel Vel (FPS) Head SF Ave Energy Grd.E1. HF 6.81 .72 1582.52 - -1- -1- - .0089 .21 6.81 .72 1582.73 - -1- -I - .0089 .20 6.81 - -1- 6.81 6.27 - 1- -1- -1- .0076 1.76 1 1 6.27 .61 1585.08 .0060 .03 1 1 2.74 .12 1585.34 - I- -I- -1- .0014 .01 1 1 2.74 .12 1585.35 - -I- -1- -1- .0014 .01 I 2.74 .12 1585.37 - -1- -1- -1- .0013 .00 .72 1583.05 - 1- - - .0089 .13 I I .72 1583.18 - 1- -1- .0083 .04 .61 1583.32 Super ICriticallFlow•ToplHeight/ Elev I Depth I Width IDia.-FT - -1- -1- -1- - SE DpthlFroude NlNorm Dp I "N" 1*** *****I .00 1.66 .00 2.000 - -I- -I- -I- - 4.01 .00 1.57 .013 1 1 .00 1.66 .00 2.000 - -I- -1- -1 - .00 .00 1.54 .013 1, -1 1 .00 1.66 .00 2.000 4.08 .00 1.56 .013 I .00 1.66 .00 2.000 -I- -1- 4.07 .00 1 1 .00 1.59 .00 - I- -I- 4.27 .00 1.24 .00 1.59 .00 -1- 2.47 .00 .00 1.05 .00 - 1- -I- 3.02 .00 .50 1 .00 1.05 .00 - 1- -I- .00 .00 .51 2.00 1.05 .00 -1- -I- 2.00 .00 .51 Base Wt or I.D. X-Fall - I -1- .013 1 1 2.000 - I- -1- .013 1 2.000 - I- -I- .015 2.000 - I- -1- .013 1 I 2.000 - I- -1- .013 1 1 2.000 - I- -1- .013 ZL - 2R No Wth Prs/Pip Type Ch .000 .00 1 .0 .00 .00 PIPE .000 .00 1 .0 - 1- .00 .00 PIPE I I .000 .00 1 .0 -1- .00 .00 PIPE 1 1 .000 .00 1 .0 - I- 1- .00 .00 PIPE I 1 .000 .00 1 .0 - 1- I- .00 .00 PIPE .000 .00 1 .o -1- 1- - 00 .00 PIPE .000 .00 1 .0 - 1- 1- .00 .00 PIPE 1 .000 .00 1 .0 .00 .00 PIPE 1 i .000 .00 1 .0 - 1- 1- .00 .00 PIPE FILE: P:\826-1177\Drainage\b.WSW W S P G W- CIVILDESIGN Version 14.01 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE B PAGE 2 Date: 1-22-2004 Time: 1: 3:59 I Invert Depth 1 Water I Q I Vel Vel Energy Station I Elev (FT) I Elev I (CFS) I (FPS) Head Grd.E1. -I- - - -1- -I- -I- -I - - - L/Elem ICh Slope I I I SF Ave HF I I I 1 I I I I 1320.784 1583.394 1.851 1585.245 8.60 2.83 .12 1585.37 - I- - -I- -I- -I- -I- HYDRAULIC JUMP' 1 1 1 I 1320.784 1583.394 .549 1583.943 8.60 12.28 2.34 - 1- -1- -I- -I- -I- -1- - .102 .0731 .0532 1 I 1320.886 1583.401 .549 1583.950 8.60 12.27 2.34 - I- -I- -I- -I- -I- -I- - 8.324 .0731 .0499 1 1 1 1 I 1329.210 1584.010 .568 1584.578 8.60 11.70 2.13 - I -I-, -I- -I- -I- -I- - .724 .0728 .0463 1 I 1 1329.933 1584.063 .570 1584.633 8.60 11.65 2.11 - I- -I -I- -I- -I- -I- 5.810 .0728 .0431 1 1 I I I 1335.744 1584.486 .589 1585.075 8.60 11.11 1.92 - 1- -I- -1- -I- -1- -1- - 4.365 .0728 .0377 1 I I 1 1 I I 1340.109 1584.803 .610 1585.413 8.60 10.59 1.74 1587.15 - 1- -I- -I- -I- -1- -1- -I- -1- 3.453 .0728 .0330 .11 1 1 1343.562 1585.055 .631 1585.686 8.60 10.10 1.58 1587.27 - 1- -1- -I- -1- 2.757 .0728 1346.318 1585.255 .654. 1585.909 - 1- -1- 2.273 .0728 -1- 71- - 1- 8.60 - 1- - 1- 9.63 - 1- -1- -1- .0289 .08 1.44 1587.35 .0253 .06 Super 1CriticallFlow-ToplHeight/ Elev I Depth 1 Width IDia.-FT - -I- -I- -1- - SE DpthlFroude NlNorm Dp 1 "N" 1 I .01 1.05 1.05 2.000 - -I- -I- -1- I 1586.28 .37 1.05 1.79 2.000 - -I- -I- -I -1- - .01 .92 3.45 .51 .013 1 1 1 1586.29 .37 1.05 1.79 2.000 -1- -1- -1- -1- - .42 .92 3.45 .51 .013 1 1586.71 .00 1.05 1.80 2.000 - -1- -1- -1- -1 - 03 .57 3.23 .51 .013 I I 1 1586.74 .00 1.05 1.81 2.000 - -I- -1- -1- -1- - .25 .57 3.21 .51 .013 1 1 1 1586.99 .00 1.05 1.82 2.000 I- -I- -I- -I- - .16 .59 3.00 .51 .013 1 .00 1.05 1.84 2.000 -1- -1- -1- - .61 2.81 .51 .013 1 1 .00 1.05 1.86 2.000 - 1- -I- -1 .63 2.63 .51 .013 I .00 1.05 1.88 2.000 - I- -1- -I- .65 2.46 .51 .013 Base Wt or I.D. X-Fall .000 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .00 No Wth Prs/Pip Type Ch ******* 1 .0 .00 1 .0 .00 PIPE .00 1 0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 1- .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 - 1- .00 PIPE .00 1 0 - 1- .00 PIPE .00 1 .0 1- .00 PIPE rr r it - r r r r r r r r r r r FILE: P:\826-1177\Drainage\b.WSW W S P G W- CIVILDESIGN Version.14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time: 1: 3:59 TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE B t************,t**********************, *******,►******,►********************************************************************• ******** I Invert Depth Water 1 Q Vel Vel Energy 1 Super ICriticalIFlow ToplHeight/IBase Wt1 No Wth Station 1 Elev (FT) Elev 1 (CFS) (FPS) Head Grd.E1.1 Elev I Depth 1 Width IDia.-FTIor I.D.I ZL Prs/Pip -1- - - - - -I- - - -I- - - -I- -I- -I- -I- -1- -1- - L/Elem ICh Slope I SF Ave HF ISE DpthlFroude NINorm Dp 1 "N" 1 X-Fall) ZR Type Ch I *********I********* *******I******* I I I I 1 I I I I I I I 1348.591 1585.421 .677 1586.098 8.60 9.18 1.31 1587.41 .00 1.05 1.89 2.000 - .000 .00 1 .0 -1- - - - -I- - - -I- - - -I -I- -1- -1- -1- -1- 1.877 .0728 .0222 .04 .68 2.30 .51 .013 .00 .00 PIPE 1 I 1 I I I I 1 1350.468 1585.557 .701 1586.258 8.60 8.75 1.19 1587.45 .00 1.05 1.91 2.000 .000 .00 1 .0 - I- - - - -1- . - - -I- -I- -I- -1- -I- -1- I- 1.559 .0728 .0195 .03 .70 2.15 .51 .013 .00 .00 PIPE 1 I I I I I I 1 I 1352.027 1585.671 .726 1586.397 8.60 8.34 1.08 1587.48 .00 1.05 1.92 2.000 .000 .00 1 0 - I- -1- - - -I- - - -1- - - -I -I- -I-, -1- -1- -1- I- 1.298 .0728 .0171 .02 .73 2.01 .51 .013 .00 .00 PIPE 1 I I I 1 I 1 I 1 1353.325 1585.765 .752 1586.517 8.60 7.96 .98 1587.50. .00 1.05 1.94 . 2.000 .000 .00 1 .0 -1- -I- - - -1- - - -1- - - -1 -I- -I- -I- -I -1- I- 1.079 .0728 .0150 .02 . .75 1.88 .51 .013 .00 .00 PIPE I I 1 I I 1 I I I I 1354.404 1585.844 .779 1586.623 8.60 7.59 .89 1587.52 .00 1.05 1.95 2.000 .000 .00 1 .0 -1- -I- - - -I- - - -I- - - -1- -I -I- -1- -I- -I- .892 .0728 .0131 .01 .78 1.75 .51 .013 .00 .00 PIPE 1_ 1 1 I I I I 1355.296 1585.908 .807 1586.716 8.60 7.23 .81 1587.53 .00 1.05 1.96 2.000 .000 .00 1 .0 -1- -I- - -I- - - -1- - - -1- -I- -I- -I- -1- -I- 1- .716 .0728 .0115 .01 .81. 1.64 .51 .013 .00 .00 PIPE 1 I I I I I I I 1356.012 1585.961 .837 1586.798 8.60 6.90 .74 1587.54 .00 1.05 1.97 2.000 .000 .00 1 .0 - I- -1- - -I- - - -1- - - -I- -I- -1- -1- -I- -I- I- .577 .0728 .0101 .01 .84 1.53 .51 .013 .00 .00 PIPE 1 I 1 1 1 1356.589 1586.003 .868 1586.871 8.60 6.58 .67 1587.54 .00 1.05 1.98 2.000 .000 .00 1 .0 -I- -I- - - - -I- -I- -I- -1- -I- -I- -I- -1- I- .454 .0728 .0089 .00 .87 1.43 .51 .013 .00 .00 PIPE 1 1357.043 1586.036 .900 1586.936 8.60 6.27 .61 1587.55 .00 1.05 1.99 2.000 .000 .00 1 .0 - I- -I- - - -I- - - -1- -I- -I- -1- -1- -1- -I- -I I- .346 .0728 .0078 .00 .90 1.33 .51 .013 .00 .00 PIPE Mill ION FILE: P:\826-1177\Drainage\b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time: 1: 3:59 TRACT 16176 SIERRA LAKES (PA 11) Q100 FINAL HYDRAULICS LINE B 1 Invert l Depth I Water Q 1 Vel Vel Energy 1 Super lCriticallFlow Top Height/IBase Wt [No Wth Station I Elev 1 (FT) 1 Elev (CFS) 1 (FPS) Head Grd.E1.l Elev I Depth I Width Dia.-FTIor I.D. ZL IPrs/Pip -1- -1- -1- - - -1- -1- - - -1- -1- -I- - - -I- _ - -I L/Elem ICh Slope I 1 1 SF Ave HF ISE DpthlFroude NINorm Dp "N" 1 X-Fall ZR IType Ch 1*********I********I********* *********1 1 1 1 1 *******1 I 1 1 I I 1 I 1 1357.389 1586.061 .933 1586.994 8.60 5.98 .55 1587.55 .00 1.05 2.00 2.000 .000 .00 1 .0 - 1 -1- -1- - - -1- -1- -I- -I- -1- -1- - - -I - - 1- .219 .0728 .0069 .00 .93 1.24 .51, .013 .00 .00 PIPE 1 1 1 I 1 1 1 I 1 I 1 1357.609 1586.077 .969 1587.046 8.60 5.70 .50 1587.55 .00 1.05 2.00 2.000 .000 .00 1 0 - 1- -I- -1- - - -I- -1- -I- -I- -I- -1- -1-. -I- -1 1 .148 .0728 .0061 .00 .97 1.16 .51 .013 .00 .00 PIPE 1 1 I 1 1 I 1 1 I 1 1 1357.756 1586.088 1.005 1587.093 8.60 5.43 .46 '1587.55 .00 1.05 2.00 ' 2.000 .000 .00 1 - I -1- -1- - -I- -1- -1- -1- -1- -I -I- -1- -1- I- .034 .0728 .0053 .00 1.01 1.08 .51 .013 00 .00 PIPE 1 I 1 1 1 1 1 1 1 1 1 1 1357.790 1586.090 1.046 1587.135 8.60 5.18 .42 1587.55 .00 1.05 2.00 2.000 .000 .00 1 _ .0 -1- -I- -I- - -1- -1- -1- -1 -1- -1 -I- -I- -1- 1- WALL ENTRANCE 1 1 1 I 1 1 1 1 1 1 1 1357.790 1586.090 1.657 1587.746 8.60 .37 .00 1587.75 .00 .23 14.00 4.500 14.000 .00 0 0 - 1- -1- -I- -1- -I- -I- -I- -I- -I- -1- -1- -I -1- 1 CATCH BASIN CONNECTORS HYDRAULICS 10/12/03 H-4 FILE: al.WSW WSPGW - EDIT LISTING - Version 14.01 Date:12-29-2003 Time: 5:39:21 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4- 1 3.500 CD - 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 4.500 10.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS WSPGW W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 - SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL Al W S P GW 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 �/6, L L. e / ! 4 1000.000 1577.380 7 1580.700 oV ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1032.190 1577.940 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * - U/S DATA STATION INVERT SECT FP 1032.190 1577.940 5 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS - * * U/S DATA STATION INVERT .SECT W S ELEV 1032.190 1577.940 5 1582.940 Ti T2 T3 SO R WE SH CD CD CD CD CD CD CD Q TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL Al 1000.0001577.380 7 1032.1901577.940 7 .013 1032.1901577.940 5 .500 1032.1901577.940 5 1 4 1 .000 3.500 .000 .000 2 4 1 .000 3.500 .000 .000 3 4 1 .000 3.000 .000 .000 4 4 1 .000 2.000 .000 .000 5 2 0 .000 4.500 10.000 .000 6 3 0 .000 2.000 4.000 .000 7 4 1 .000 1.500 .000 .000 3.200. 0 1580.70 .000 .000 .000 .000 .000 .000 .000 1582.940 .00 .00 .00 .00 .00 .00 .00 .000 .000 0 0 a- M MI 1 I S 1 NM- MN E- - NM N EN I FILE: al.WSW ***************** Station L/Elem ********* 1000.000 32.190 1032.190 W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:12-29-2003 Time: 5:39:29 TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL Al Invert I Depth I Water Elev I (FT) I Elev -I -I- C- h Slope I I I 1577.380 3.320 1580.700 -1- -I- - .0174 1577.940 WALL ENTRANCE 1032.190 1577.940 2.790 1580.730 2.866 1580.806 Q (CFS) #*****fit 3.20 Vel Vel (FPS) Head SF Ave 3.20 1.81 3.20 .05 .0009 Energy Grd.EI. HF 1580.75 .03 .05 1580.78 .00 1580.81 Super Elev SE Dpth #****** .00 3.32 .00 .00 CriticallFlow Top Height/ Depth I Width Dia.-FT Froude NlNorm Dp "N" .68' .00 .00 .49 68 .00 - -I- .15 10.00 1.500 .013 1.500 4.500 Base WtI INo Wth or I.D.I ZL IPrs/Pip X-Fa11I ZR IType Ch *******1***** 1******* .000 .00 1 .0 .00 .00 PIPE .000 .00 1 .0 - -I- 1- I 10.000 .00 0 .0 I NM 1E11 MO NEI NM FILE: P:\826-1177\Drainage\A2.WSW CARD SECT CHN NO OF AVE PIER CODE NO TYPE PIER/PIP WIDTH CD 1 CD 2 CD 3 CD 4 CD 5 CD 6 CD 7 WSPGW - EDIT LISTING - Version 14.01 Date: 1-23-2004 Time: 1:30:40 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 HEIGHT 1 RASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) DIAMETER WIDTH DROP 4 1 3.500 4 1 . 3.500 4 1 3.000 4 1 2.000 2 0 .000 4.500 21.000 .00 3 0 .000 2.000 - 4.000 .000 .000 .00 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO WATER SURFACE PROFILE W SPGW TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL A2 W SPGW WATER SURFACE PROFILE - ELEMENT CARD LISTING 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 1000.000 1577.460 7 2 IS A REACH * U/S DATA STATION INVERT SECT N 1017.590 1578.160 7 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT 1017.590 1578.160 5 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1017.590 1578.160 5 .013 FP .500 PAGE NO PAGE NO 2 W S ELEV 1581.100 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 W S ELEV 1583.200 IIIM INN = - - - - MN - - - - N T1 TRACT 16176 SIERRA LAKES (PA 11) 0 T2 Q100 LATERAL HYDRAULICS T3 LATERAL A2 SO 1000.0001577.460 7 1581.10 R 1017.5901578.160 7 .013 .000 .000 0 WE 1017.5901578.160 5 .500 SH 1017.5901578.160 5 CD 1 4 1 .000 3.500 CD 2 4 1 .000 3.500 CD 3 4 1 .000 3.000 CD 4 4 1 .000 2.000 CD 5 2 0 .000 4.500 CD 6 3 0 .000 2.000 CD 7 4 1 .000 1.500 Q 6.200 0 1583.200 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 21.000 .000 .000 .00 4.000 .000 .000 .00 .000 .000 .000 .00 EN M N M I I I = - E M I I - - NE N - N FILE: P:\826-1177\Drainage\A2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 1:30:44 TRACT 16176 SIERRA LAZES (PA 11) Q100 LATERAL HYDRAULICS LATERAL A2 I Invert Station I Elev L/Elem ICh Slope 1000.000 1577.460 17.590 .0398 1017.590 1578.160 WALL ENTRANCE 1017.590 1578.160 Depth I Water (FT) I Elev 1********* 3.640 1581.100 3.001 1581.161 -1- 3.288 1581.448 Q I Vel Vel (CFS) I (FPS) Head -I- -I- - I SF Ave 1*******1 6.20 6.20 _I- 6.20 3.51 .19 .0035 3.51 .19 .09 .00 -1- Energy I Super ICriticallFlow Top Height/IBase WtI INo Wth Grd.E1.I Elev I Depth I Width Dia.-FTIor I.D.I ZL IPrs/Pip -I- -I- -I - - -1- -I- -I HF ISE DpthlFroude NlNorm Dp "N" I X-Falll ZR .IType Ch I 1581.29 .00 .96 .00 1.500 .000 .00 1 .0 -I -I- -1- - - -I- -I- I- .06 3.64 .00 .56 .013 .00 .00 PIPE 1 I I I I ( 1581.35 .00 .96 .00 1.500 .000 .00 1 0 -I- -I -I- -I- -I- -I- I I I_ I 1 I 1 1581.45 .00 .14 21.00 4.500 21.000 .00 0 .0 - -1- -I- -I- -I- -I- -I- 1- N N N EN MN N 111111 1M1 IMI1 MN NM FILE: P:\826-1177\Drainage\A3.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 1-22-2004 Time: 2:50: 7 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 3.500 CD 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 4.500 21.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - WSPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL A3 WSPGW 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 1000.000 1579.880 7 1582.700 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1020.000 1580.220 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1020.000 1580.220 5 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * U/S DATA STATION INVERT SECT W S ELEV 1020.000 1580.220 5 .000 MN NM - MN - - MI N - I E EN N- MN I NM = NM T1 TRACT 16176 SIERRA LAKES (PA 11) 0 T2 Q100 LATERAL HYDRAULICS T3 LATERAL A3 SO 1000.0001579.880 7 1582.70 R 1020.0001580.220 7 .013 .000 .000 0 WE 1020.0001580.220 5 .500 SH 1020.0001580.220 5 1585.220 CD 1 4 1 .000 3.500 .000 .000 .000 .00 CD 2 4 1 .000 3.500 .000 .000 .000 .00 CD 3 4 1 .000 3.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 2 0 .000 4.500 21.000 .000 .000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 .000 1.500 .000 .000 .000 .00 Q 6.500 0 1 . UN IMIN NE NEI NM MN FILE: P:\826-1177\Drainage\A3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time: 2:50:11 TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL A3 I Invert Station 1 Elev L/Elem ICh Slope 1000.000 1579.880 20.000 .0170 1020.000 1580.220 WALL ENTRANCE 1020.000 1580.220 Depth 1 Water (FT) 1 Elev - -1- I 2.820 1582.700 Q (CFS) 2.557 1582.776 - -I- -I- 2.872 1583.092 6.50 6.50 6.50 Vel Vel (FPS) Head SF Ave 3.68 3.68 - -1- .11 .21 .0038 .21 .00 Energy 1 Super ICriticallFlow Top Grd.El.l Elev 1 Depth 1 Width -1- -1- -1- - HF. ISE DpthlFroude N1Norm Dp 1 1 1 1 1582.91 .00 .99 .00 - -I- -I- -1- .08 2.82 .00 .73 1582.99 .00 .99 .00 -I -I- -I- I 1 1 1583.09 .00 .14 21.00 - -I- -I -I- Height/lHase Wt1 Dia.-FTlor I.D.I - -1- -I- "N" 1 X-Falll ZL ZR 1.500 .000 .00 .013 .00 .00 1 1.500 .000 .00 - -1- -I- 4.500 I I 21.000 -I- -I- No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 .00 0 .0 r 1 MIN 11111 1 1111 11111 r MIN N INN IMO EN I N r MB 1 FILE: P:\826-1177\Drainage\A4.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 1-22-2004 Time: 2:50:41 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 3.500 CD 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 4.500 14.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 I3 HEADING LINE NO 2 IS - HEADING LINE NO 3 I3 - WSPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL A4 WSPGW - PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W 3 ELEV 1000.000 1580.240 7 1582.900 ELEMENT NO 2 IS A REACH * * * __-- U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1026.920 1580.870 7 .013 .000 .000 .000 0 ELEMENT NO 3 I3 A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1026.920 1580.870 5 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W 3 ELEV 1026.920 1580.870 5 1585.870 M - - - EN NM NM M - - - N N - - I N NM T1 TRACT 16176 SIERRA LAKES (PA 11) T2 Q100 LATERAL HYDRAULICS T3 LATERAL A4 so "TUUTUUtirsoo.24o 7 1582.9 R 1026.9201580.870 7 .013 .000 .000 0 WE 1026.9201580.870 5 .500 SH 1026.9201580.870 5 1585.870 CD 1 4 1 .000 3.500 .000 .000 .000 .00 CD 2 4 1 .000 3.500 .000 .000 .000 .00 CD 3 4 1 .000 3.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 2 0 .000 4.500 14.000 .000 .000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 .000 1.500 .000 .000 .000 .00 Q 4.400 .0 11111 N I- I M= MN N- NE r I -- N FILE: P:\826-1177\Drainage\A4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-22-2004 Time: 2:50:45 TRACT 16176 SIERRA LAKES (PA 11) Q100'LATERAL HYDRAULICS LATERAL A4 ********************************Rich***************************AMA************************icl***************************►*** *******A Station L/Elem 1000.000 26.920 1026.920 Invert Elev Ch Slope 1580.240 .0234 1 1580.870 -1- WALL ENTRANCE i 1026.920 1580.870 2.222 1583.092 Depth Water Q 1 Vel Vel 1 Energy 1 Super ICriticalIFlow Top Height/IBase Wt [No Wth (FT) Elev (CFS) 1 (FPS) Head I Grd.E1.1 Elev I Depth 1 Width Dia.-FTIor I.D. ZL IPrs/Pip - - - - -1- -1- -1- -1- -I- -1- - - -1- - - -1 1 SF Ave) HF ISE DpthlFroude NlNorm Dp "N" I X-Fall ZR IType Ch **AA*A***I I I I******MI I******** I******* 1 I 2.660 1582.900 4.40 2.49 .10 1583.00 .00 .80 .00 1.500 .000 .00 1 .0. - - -I- -1- -1- -I- -I- -I- -1- - - -I- - 1- .0018 .05 2.66 .00 .54 .013 .00 .00 PIPE 2.077 1582.947 4.40 2.49 .10 1583.04 .00 .80 .00 1.500 .000 .00 1 .0 - - -I- -I- -I- -1- I- -1- -I- -I- -I- - 1- .00 0 0 I 4.40 .14 .00 1583.09 .00 .15 14.00 4.500 14.000 -1- -I- -I -I- -I- -I -I- -1- -I- 1- FILE: P:\826-1177\Drainage\H1.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 1-23-2004 Time: 1:31:24 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 3.500 CD 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 5.000 4.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS WSPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS I4TERAL B1 WSPGW 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 1000.000 1578.390 4 - 1582.700 ELEMENT NO 2 IS A REACH * * * — U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.120 1578.640 4 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1016.120 1578.640 5 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * *• U/S DATA STATION INVERT SECT W S ELEV 1016.120 1578.640 5 1584.180 N M-- N-- N= NM I I N I M N- MI N T1,TRACT 16176 SIERRA LAKES (PA 11) 0 T2 Q100 LATERAL HYDRAULICS T3 LATERAL B1 SO 1000.0001578.390 4 1582.70 R 1016.1201578.640 4 .013 .000 .000 0 WE 1016.1201578.640 5 .500 SH 1016.1201578.640 5 1584.180 CD 1 4 1 .000 3.500 .000 .000 .000 .00 CD 2 4 1 .000 3.500 .000 .000 .000 .00 CD 3 4 1 .000 3.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5. 2 0 .000 5.000 4.000 .000 .000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 .000 1.500 .000 .000 .000 .00 Q 5.300 .0 INN 11111 FILE: P:\826-1177\Drainage\B1.WSW W S P G W- CIVILDESIGN Version 14.01 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL B1 PAGE Date: 1-23-2004 Time: 1:31:28 I Invert Station 1 Elev L/Elem ICh Slope 1 1000.000 1578.390 - I 16.120 .0155 1016.120 1578.640 WALL ENTRANCE 1016.120 1578.640 - 1- Depth 1 Water (FT) 1 Elev - -I- I I I 4.310 1582.700 5.30 Vel Vel (FPS) Head SF Ave 1.69 - -I- .04 .0005 4.069 1582.709 5.30 1.69 .04 - -1- -1- - - -1- 4.133 1582.773 5.30 .32 .00 - -I --T - - -1- Energy Super Grd.E1. Elev HF SE Dpth 1582.74 .00 .01 4.31 1582.75. .00 1582.77 .00 CriticallFlow ToplHeight/lBase Wt Depth I Width IDia.-FTlor Z.D. - -I- -I- -I- - Froude NINorm Dp 1 "N" I X-Fall 1*** *****I 1 1 I .81 .00 2.000 .000 -I- -1- -1- - .00 .59 .013 - .00 1 .81 .00 2.000 .000 1 1 1 .38 4.00 5.000 4.000 - ZL - ZR ******* No Wth Prs/Pip Type Ch .00 1 .0 .00 PIPE .00 .00 1 .0 0 .0 NMI Mil MINI MINI NMI IIIIII � FILE: P:\826-1177\Drainage\B2.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 1-23-2004 Time: 1:32:11 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 3.500 CD 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 7.000 21.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - WSPGW WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL B2 PAGE NO 1 WSPGW 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 1000.000 1582.000 4 1585.200 ELEMENT NO 2 I3 A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.630 1582.250 4 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.630 1582.250 5 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1019.630 1582.250 5 1590.120 M M M N M - - MO I M M - i M N M = N T1 TRACT 16176 SIERRA LAKES (PA 11) 0 T2 Q100 LATERAL HYDRAULICS T3 LATERAL B2 SO 1000.0001582.000 4 1585.2 R 1019.6301582.250 4 .013 .000 .000 0 WE 1019.6301582.250 5 .500 SH 1019.6301582.250 5 1590.120 CD 1 4 1 .000 3.500 .000 .000 .000 .00 CD 2 4 1 .000 3.500 .000 .000 .000 .00 CD 3 4 .1 .000 3.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 2 0 .000 7.000 21.000 .000 .000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 .000 1.500 .000 .000 .000 .00 Q 10.200 0 IMO NMI IIIIII MI MIN MIN 111111 Mil MIN MN MINI MINI FILE: P:\826-1177\Drainage\B2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 - Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 1:32:16 TRACT 16176 SIERRA LAKES (PA 11) Q100 LATERAL HYDRAULICS LATERAL H2 4 1 Invert 1 Depth Station 1 Elev 1 (FT) - 1- -1- L/Elem ICh Slope 1 1 1 1000 000 1582.000 3.200 - 1- -1- - 19.630 .0127 1 1 1019.630 1582.250 2.990 -I- WALL EN- TRANCE 1 1019.630 1582.250 - 1- -1- 3.235 Water I Q Elev I (CPS) 1585.200 10.20 - -1- 1585.240 10.20 3.25 VelVal I Energy 1 Super ICriticallFlow Top (FPS) Head 1 Grd.E1.l Elev 1 Depth 1 Width - -1- -I- -I- -1- -I- - SF Ave' HF ISE DpthlFroude NlNorm Dp 1********1 1 3.25. .16 1585.36 .00 1.14 .00 -1- -I- -I- -1- -I- .0020 .04 3.20 .00 .88 1 .16 1585.40 .00 1.14 .00 -1- -I- -I- -1- 1 1 1 1585.485 10.20 .15 .00 1585.49 - -1 -I- -I- -1- -1- 1 1 .00 19 21.00 -1- -1- Height/IBase Wt No Wth Dia.-FTior I.D. ZL Prs/Pip "N" 1 X-Fall ZR Type Ch 2.000 .000 .00 1 .0 .013 .00 .00 P- IPE. 2.000 .000 .00 1 .0 7.000 21.000 - -1- .00 0 .0 - 1- Q25 LINE `A' AND LINE `B' 12/29/03 H-5 E M NE M■ r M I--- M M NM ON IIIII INN NIII INN FILE: P:\826-1177\Drainage\25a.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 1-23-2004 Time: 2:44:57 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 PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 3.500 CD . 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 7.500 10.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - WSPGW WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A PAGE NO WSPGW 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 202.580 1576.290 1 1580.000 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 2 IS A REACH * ** U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 211.640 1576.310 2 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 224.880 1576.330 2 .013 22.500 33.715 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 253.850 1576.390 2 .013 22.500 -73.771 .000 0 ELEMENT NO 5 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 320.380 1576.530 2 .013 .000 .000 .000 0. ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 328.380 1576.540 2 .013 45.000 -10.186 .000 0 ELEMENT NO 7 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE . 333.380 1576.550 6 .015 .000 .000 ELEMENT NO 8 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG P1' MAN H 363.380 1576.610 6 .015 45.000 -38.197 .000 0 ELEMENT NO 9 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE 368.380 1576.620 3 .015 .000 .000 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 371.380 1576.630 3 .013 44.997 -3.820 .000 0 ELEMENT NO 11 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 43 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 373:380 1576.640 3 7 0 .013 1.900 .000 1577.390 .000 75.400 .000 RADIUS ANGLE OM N E .I EN MI M E N I N - E .000 .000 WSPGW 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 394.930 1576.670 3 .013 45.000 -27.438 .000 0 ELEMENT NO 13 IS A REACH * * *- U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 399.600 1576.680 3 .015 .000 .000 .000 1 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 403.600 1576.690 3 .013 256.071 -.895 .000 0 ELEMENT NO 15 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 405.600 1576.700 3 7 0 .013 2.300 .000 1577.500 .000 54.400 .000 RADIUS ANGLE .000 .000 ELEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 524.360 1577.180 3 .013 255.999 -26.580 .000 0 ELEMENT NO 17 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 543.450 1577.260 3 .013 .000 .000 .000 0 ELEMENT NO 18 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 551.450 1578.290 4 4 0 .013 19.000 .000 1577.790 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 19 IS A REACH * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 616.670 1579.340 4 .013 .000 .000 .000 0 ELEMENT NO 20 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 618.670 1579.380 4 7 0 .013 5.100 .000 1579.900 .000 45.000 .000 RADIUS ANGLE .000 .000 WSPGW PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 21 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE AUG PT MAN II 656.150 1579.970 4 .013 .000 .000 .000 0 ELEMENT NO 22 IS A JUNCTION * * * * * * * - U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 658.150 1580.010 4 7 0 .013 2.800 .000 1580.270 .000 75.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 23 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE AIIG PT MAN H 833.050 1582.820 4 .013 .000 .000 .000 0 ELEMENT NO 24 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 837.710 1582.920 4 .015 .000 .000 .000 1 ELEMENT NO 25 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 988.970 1587.200 4 .013 .000 .000 .000 0 ELEMENT NO 26 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H all 11111 N 11111 N N E NM NE 1005.870 1587.450 4 .013 22.496 -43.043 .000 0 ELEMENT NO 27 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1082.200 1588.570 4 .013 .000 .000 .000 0 ELEMENT NO 28 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1082.200 1588.570 5 .500 ELEMENT NO 29 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1082.200 1588.570 5 1596.700 INN 11111 NM INN NM INN INN 11111INN INN NMI NE T1 TRACT 16176 SIERRA LAKES (PA 11) T2 Q25 FINAL HYDRAULICS T3 LINE A SO 202.5801576.290 1 R 211.6401576.310 2 R 224.8801576.330 2 R 253.8501576.390 2 R 320.3801576.530 2 R 328.3801576.540 2 TS 333.3801576.550 6 R 363.3801576.610 6 TS 368.3801576.620 3 R 371.3801576.630 3 JX 373.3801576.640 3 7 R 394.9301576.670 3 R 399.6001576.680 3 R 403.6001576.690 3 JX 405.6001576.700 3 7 R 524.3601577.180 3 R 543.4501577.260 3 JX 551.4501578.290 4 4 R 616.6701579.340 4 JX 618.6701579.380 4 7 R 656.1501579.970 4 JX 658.1501580.010 4 7 R 833.0501582.820 4 R 837.7101582.920 4 R 988.9701587.200 4 R 1005.8701587.450 4 R 1082.2001588.570 4 WE 1082.2001588.570 5 SH 1082.2001588.570 5 CD 1 4 1 .000 3.500 CD 2 4 1 .000 3.500 CD 3 4 1 .000 3.000 CD 4 4 1 .000 2.000 CD 5 2 0 .000 7.500 CD 6 3 0 .000 2.000 CD 7 4 1 .000 1.500 Q 5.500 0 .013 .013 .013 .013 .013 .015 .015 .015 .013 .013 .013 .015 .013 .013 2.3 .013 .013 .013 19.0 .013 .013 5.1 .013 .013 2.8 .013 .015 .013 .013 .013 .500 1.900 .000 .000 .000 .000 .000 .000 .000 .000 10.000 .000 4.000 .000 .000 .000 1580.000 1577.390 1577.500 1577.790 1579.900 1580.270 1596.700 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 0 33.715 .000 0 - 73.771 .000 0 .000 .000 0 - 10.186 .000 0 .000 -38.197 .000 0 .000 -3.820 .000 0 75.4 .000 - 27.438 .000 0 .000 .000 1 -0.895 .000 0. 54.4 .000 -26.580 .000 0 .000 .000 0 30.0 .000 .000 .000 0 45.0 .000 .000 .000 75.0 .000 .000 .000 0 .000 .000 1 .000 .000 0 -43.043 .000 0 .000 .000 0 0 INN M M N i M N - - UM n M - - - M M M = FILE: P:\826-1177\Drainage\25a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:45: 1 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth 1 Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF S- E Dpth Froude N1Norm Dp - "N" X-Fall ZR Type Ch ******a** ********* ******** ********* ********* I******* *•******* ******* ********1******** ******* ***** ******* I 202.580 9.060 211.640 13.240 224.880 28.970 253.850 66.530 320.380 8.000 1576.290 .0022 1576.310 .0015 1576.330 .0021 1576.390 .0021 1576.530 .0013 3.710 1580.000 3.702 1580.012 3.727 1580.057 3.746 1580.136 3.694 1580.224 328.380 1576.540 3.710 1580.250 TRANS STR .0020 333.380 1576.550 30.000 .0020 363.380 1576.610 TRANS STR .0020 368.380 1576.620 3.000 .0033 3.633 1580.183 3.725 1580.335 3.661 1580.281 36.60 36.60 3.80 .22 1580.22 - -1- -1- - .0013 .01 1 36.60 - -1- 1 36.60 - -1- 1 3.80 .22 1580.24 - 1- -1- - .0013 .02 3.80 .22 1580.28 - 1- -i- - - .0013 .04 1 3.80 .22 1580.36 - 1- -1- - - .0013 .09 .00 3.71 .00 .00 .00 .00 .00 3.75 1 1 36.60 3.80 .22 1580.45 .00 - -1- -1- -1- -1- .0013 .01 - 1- .00 1.88 .00 -1- .00 2.31 1 1.88 .00 - 1- .00 2.69 1 1.88 .00 - 1- .00 2.37 1 1.88 .00 -1- .00 2.35 1 1.88 .00 - 1- .00 2.97 1 1 1 36.60 3.80 .22 1580.47 .00 1.88 .00 - 1-. -1- -1- -1- -1 -1- .0018 .01 3.71 .00 1 1 1 1 I 36.60 4.58 .33 1580.51 .00 1.38 4.00 - 1- -1- -1- -1- . -1- -1- .0037 .11 .00 .57 2.00 1 1 1 1 I 36.60 4.58 .33 1580.66 .00 1.38 4.00 - 1- -1- -1- -1- -1- -1- .0038 .02 3.73 .57 1 1 I 1 I 36.60 5.18 .42 1580.70 .00 1.97 .00 - 1- -1- -1- -1- -1- -1- .0030 .01 .00 .00 2.33 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .013 3.500 .015 2.000 .015 2.000 .015 3.000 .013 .000 .00 .000 .00 000 .00 000 .00 000 .00 .000 .00 4.000 .00 4.000 .00 .000 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 .0 PIPE 1 . P- IPE 1 .0 PIPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 PIPE 0 .0 BOX 0 .0 BOX 1 .0 PIPE I-- NM 8 EN -- -- B 1 1 EN M--- NM FILE: P:\826-1177\Drainage\25a.WSW W S P G W- CIVILDESIGN Version 14.01 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A PAGE Date: 1-23-2004 Time: 2:45: 1 **************************************a***************************4**********a********a***********aaa*******a**********a** 44*4*44* 1 Invert Station I Elev L/Elem ICh Slope 371.380 1576.630 -1- JUNCT STR .0050 373.380 1576.640 -I- - 21.550 .0014 394.930 1576.670 4.670 .0021 399.600 1576.680 4.000 .0025 403.600 1576.690 JUNCT STR .0050 405.600 1576.700 118.760 .0040 524.360 1577.180 19.090 .0042 543.450 1577.260 -1- JUNCT STR .1288 551.450 1578.290 61.945 .0161 Depth (FT) *4*44*** 3.678 3.755 3.825 3.850 Water I Q Elev I (CFS) 1580.308 -1- I 1580.395 -1- 1580.495 - -I- 1580.530 1 3.859 1580.549 - -I- -1- I I 3.942 1580.642 I I 3.778 1580.958 3.743 1581.003 - -1- -I- I 2.780 1581.070 36.60 34.70 34.70 34.70 34.70 32.40 32.40 32.40 13.40 Vel Vel (FPS) Head SF Ave 5.18 - -1- 4.91 .42 .0029 .37 .0027 .37 .0036 Energy Super (Critical Flow Top height/(Base Wt Grd.E1. Elev I Depth Width Dia.-FTIor I.D. - - - -I- - - - - -1- - HF SE DpthlFroude N Norm Dp "N" I X-Fall ********* *44**4*1 1****4*♦ 1580.72 .01 1580.77 .06 1580.87 .02 4.91 .37 1580.90 - -I- - - - .0027 .01 4.91 4.58 - -I- 4.58 -1- 4.58 - -I- .37 .0025 .33 .0024 .33 .0024 .33 .0029 4.27 .28 .0035 1580.92 .01 1580.97 .28 1581.28 .05 1581.33 .02 1581.35 .22 .00 1.97 .00 .00 .00 1.91 - -1- .00 .00 .00 1.91 - -I- - 3.82 .00 .00 1.91 .00 .00 .00 1.91 .00 .00 .00 1.85 .00 .00 .00 1.85 3.78 .00 .00 1.85 3.74 .00 .00 1.32 2.78 .00 .00 .00 3.00 .00 3.00 .00 2.61 .00 .00 1.96 .00 1.94 .00 00 .96 3.000 .000 .013 .00 3.000 .000 .013 .00 3.000 .000 - -I - .015 .00 3.000 .000 .013 .00 3.000 .000 .013 .00 3.000 .000 .013 .00 3.000 .000 .013 .00 3.000 .000 .013 .00 2.000 .000 .013 .00 ZL ZR *444* .00 .00 .00 .00 .00 .00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 P- IPE 1 .0 PIPE .00 1 .0 .00 PIPE .00 .00 .00 .00 .00 .00 .00 .00 .00 1 .0 PIPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 .00 PIPE r i 1 N MN MN 1 1- NM 1 all MN NM FILE: P:\826-1177\Drainage\25a.WSW W S P G W- CIVILDESIGN Version.14.01 PAGE Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:45: 1 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A ****++*** Station L/Elem Invert Elev Ch Slope +******** 613.395 1579.287 3.275 .0161 616.670 1579.340 JUNCT STR .0200 ************+++******+***+***+***********+*+***++*******i************************.********************** ******** Depth I Water (FT) I Elev ********1*+****•** 2.000 1581.287 -1- 1.954 1581.294 618.670 1579.380 2.168 1581.548 - I- -I -I- 11.661 .0157 I I I 630.331 1579.564 2.000 1581.564 - 1- -1- -I- - 12.011 .0157 642.342 1579.753 1.814 1581.567 6.616 .0157 I I I 648.958 1579.857 1.706 1581.563 - I -1- -I- 5.192 .0157 I I i 654.150 1579.939 1.618 1581.557 2.000 .0157 i I 1 656.150 1579.970 1.584 1581.554 -1- -I- -I- - JUNCT STR .0200 I I I 658.150 1580.010 1.703 1581.713 - I- -I- -1- - 5.385 .0161 Q Vel Vel (CFS) ********* 13.90 13.90 8.30 8.30 8.30 8.30 8.30 8.30 5.50 (FPS) Head SF Ave 4.27 .28 - -I- .0033 4.29 .29 - -1- Energy I Super Grd.E1.I Elev HF ISE Dpth 1581.57 .00 .01 2.00 1581.58 .00 .0022 .00 1.95 2.64 .11 1581.66 .00 - -I- -1- -I- - .0013 .02 2.17 I I 2.64 .11 1581.67 .00 - -I- -I- -I- - .0012 .02 2.00 I 1 2 77 .12 1581.69 .00 - -I -I- -I- - .0012 .01 1.81 I I 2 91 .13 1581.69 .00 - -I- -I- -I- - .0013 .01 1.71 3 05 .14 1581.70 .00 - -1- -I- I- - .0014 .00 1.62 I I 3 11 .15 1581.70 .00 .0010 .00 1.58 1.93 .06 1581.77 .00 - -I- -I- -1- - .0006 .00 1.70 CriticallFlow ToplHeight/ Base Wt No Wth Depth 1 Width IDia.-FT or I.D. ZL Prs/Pip Froude NlNorm Dp I "N" X-Fall ZR Type Ch 1*+******1******* **r** I I 1.32 .00 2.000 .000 .00 1 .0 -I- -I- - - - - - .00 .96 .013 .00 .00 PIPE I I 1.32 .60 2.000 .000 .00 1 .0 - -I- -I- - - - - .33 .013 .00 .00 P- IPE I 1.03 .00 2.000 .000 .00 1 .0 -I- I - - - - .00 .74 .013 .00 .00 PIPE I 1.03 .00 2.000 .000 .00 1 .0 - -I- -1- -I- - - - .00 .74 .013 .00 .00 PIPE 1 I 1.03 1.16 2.000 .000 .00 1 .0 - I- -I- -I- - - - .30 .74 .013 .00 .00 PIPE I I I 1.03 1.42 2.000 .000 .00 1 .0 -1- -I- -I- - - - .36 .74 .013 .00 .00 PIPE I 1.03 1.57 2.000 .000 .00 1 .0 - I -I- -I- - - - .41 .74 .013 .00 .00 PIPE I 1.03 1.62 2.000 .000 .00 1 .0 -I- -I- -I- - - - .43 .013 .00 .00 PIPE I I I .83 1.42 2.000 .000 .00 1 .0 -I- -1- -I- - - - .24 .59 .013 .00 .00 PIPE MN MN N r S M V M I--- - N-- s FILE: P:\826-1177\Drainage\25a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:45: 1 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A ***44***i#*******************************************************♦******************************************************* ******* Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/IBase Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth 1 Width Dia.-FTIor I.D. ZL Prs/Pip -- -- -- -- -- -1- -- -- -- -I- -- -1- -- - L/Elem Ch Slope SF Ave HF SE Dpth Froude NlNorm Dp "N" 1 X-Fall ZR Type Ch ***4***** *4******* *******1 ***4***** ******* I *******1******* ***** ******* I 663.535 4.579 668.114 4.103 672.218 3.687 675.904 3.330 679.234 3.032 682.266 2.795 685.061 2.483 687.544 2.297 689.841 .915 1580.097 1.614 1581.711 .0161 1580.170 1.537 1581.707 .0161 1580.236 1.467 1581.703 .0161 1580.295 .0161 1580.349 .0161 1580.397 .0161 1580.442 .0161 1.403 1581.698 1 1.344 1581.693 1.289 1581.687 1 1.237 1581.679 1580.482 1.189 1581.671 - - - -I- - .0161 1580.519 1.143 1581.662 .0161 5.50 5.50 5.50 5.50 5.50 5.50 5.50 5.50 5.50 2.02 .06 .0006 1581.77 .00 .00 1.61 2.12 .07 1581.78 .00 - -1- - -1- .0007 .00 1.54 1 2.23 .08 1581.78 .00 - -I -1- -1- - .0008 .00 1.47 I I 2.33 .08 1581.78 .00 - -I- -1 -I- - .0009 .00 1.40 I 2.45 .09 1581.79 .00 - -I- -1- -1- - .0010 .00 1.34 1 1 2.57 .10 1581.79 .00 - -I- -1- -1- - .0011 .00 1.29 2.69 .11 1581.79 .00 - -I- -I- -I- - .0013 .00 1.24 1 I .12 1581.80 .00 2.82 .0014 .00 1.19 1 2.96 .14 1581.80 .00 - -I -1- -1- - .0016 .00 1.14 .83 1.58 2.000 .000 .00 1 .0 .27 .59 .013 .00 .00 'PIPE. 1 .83 1.69 2.000 .000 .00 1 .0 - -1- -I- -I - - 1- .30 .59 .013 .00 .00 PIPE 1 1 .83 1.77 2.000 .000 .00 1 .0 - I- -I- -1- - - I- .33 .59 .013 -.00 .00 PIPE I 1 I .83 1.83 2.000 .000 .00 1 .0 - -1- -1- -I - - 1- .36 .59 .013 .00 .00 PIPE I 1 I 1 1 .83 1.88 2.000 .000 .00 1 .0 - -I- -1- -I- -I- I- .39 .59 .013 .00 .00 PIPE I I 1 I I .83 1.91 2.000 .000 .00 1 .0 - I- -I- -1- -I- I- .43 .59 .013 .00 .00 PIPE 1 I I .83 1.94 2.000 .000 .00 1 .0 - -1- -I- -I- -I- I- .46 .59 .013 .00 .00 PIPE I I I I I .83 1.96 2.000 .000 .00 1 .0 - -1- -I- -1 -I- I- .50 .59 .013 .00 .00 PIPE 1 1 1 .83 1.98 2.000 .000 .00 1 .0 - -I- -1- -I- -I- I- .54 .59 .013 .00 .00 PIPE - 1 - M N 1 i M MI N - - !' NM M FILE: P:\826-1177\Drainage\25a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:45: 1 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A *************4***4*********44*4**********4**********444***************t*****************44*4***4****♦****4*4*** 4****444*44 44*4*4** Invert Depth Water Q Vel Vel 1 Energy Super Critical Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head 1 Grd.E1. Elev Depth Width Dia.-FT or I.D. ZL Prs/Pip L/Elem C- h Slope SF Ave' HF SE Dpth Froude N Norm Dp .N" X-Fall ZR Type Ch ******4** ********* *****4*4 *4*****4* *******4* I*******I********* 4*4**** *4****4* *44*4*4* ******4 *4*4* 444***4. 690.756 1580.534 HYDRAULIC JUMP 690.756 1580.534 42.502 .0161 1 733.258 1581.217 48.198 .0161 f 781.456 1581.991 27.229 .0161 1 808.684 1582.428 14.264 .0161 822.948 1582.658 -1- 10.102 .0161 833.050 1582.820 4.660 .0215 837.710 1582.920 67.715 .0283 905.425 1584.836 -1- 49.269 .0283 1.099 1581.633 5.50 1 3.11 .15 1581.78 .00 - -1- -I- .83 1 1 I .594 1581.127 5.50 7.04 .77 1581.90 .00 .83 - - - - - -I- -I- -I- -I- .0161 .68 .59 1.90 1 1 1 .594 1581.810 5.50 7.04 .77 1582.58 .00 .83 - - - - - -I- -I- - -I- -I- -I- .0166 .80 .59 1.90 1 1 I I .583 1582.574 5.50 7.20 .81 1583.38 .00 .83 - -I- -I- - -I- -I- -I- - .0183 .50 .58 1.96 I I I I .564. 1582.993 5.50 7.56 .89 1583.88 .00 .83 - -I- -I- -1- 1 .0209 .30 .56 2.09 1 .545 1583.203 5.50 7.93 .98 1584.18 .527 1583.347 .514 1583.434 .514 1585.350 - 1- I I I .00 .83 - -I- -1- -I- -I- -I- -1- .0239 .24 .55 2.24 I 1 5.50 8.31 1.07 1584.42 .00 .83 - -I- -I- -I- -I- -I- -1- .0358 .17 .53 2.39 I 5.50 8.62 1.15 1584.59 .00 .83 - -I- -I- -I- -I- -1- -I- .0283 1.92 .51 2.51 I I I I 5.50 8.62 1.15 1586.50 .00 - .83 - - -I- -1- -1- -1- -I- -I- .0266 1.31 .51 2.51 1.99 1.83 .59 1.83 .59 2.000 2.000 .013 2.000 .013 1.82 2.000 .59 .013 1.80 2.000 .59 .013 1.78 2.000 .59 .013 1.76 .59 1.75 .51 1.75 .51 2.000 .015 .000 .000 .00 .000 .00 .000 .00 .00 .00 .00 .00 .00 .00 .00 .000 .00 .00 .00 .000 .00 - -I- .00 .00 .000 .00 - -1- .00 .00 2.000 .000 - .00 - -I- -1- .013 .00 .00 2.000 .000 .00 .013 .00 .00 1 .0 1 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE M S N EN- s ■■t -- NM I N 1 E-- EN 1 EN FILE: P:\826-1177\Drainage\25a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:45: 1 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A ************************************************************************************4**********4******************44 **4444 *4*4*4♦4 Station L/Elem Invert Elev Ch Slope **4*4**** 954.694 1586.230 15.838 970.532 8.690 .0283 1586.678 .0283 979.222 1586.924 5.699 .0283 984.921 1587.085 -I- - 4.049 .0283 988.970 1587.200 16.900 .0148 1005.870 1587.450 -I- 37.495 .0147 1043.365 1588.000 17.213 .0147 1060.579 1586.253 8.772 .0147 1069.351 1588.381 5.112 .0147 Depth (FT) ******** .530 .548 .567 .587 .608 .610 .624 646 .668 Water I Q Elev I (CFS) 1586.760 1587.226 1587.491 -I- 1587.673 1587.808 1588.060 1588.624 1588.899 1589.049 5.50 5.50 5.50 5.50 5.50 5.50 5.50 5.50 5.50 -1- Vel Vel I Energy Super CriticallFlow Top Height/ Base Wt No Wth (FPS) Head 1 Grd.E1. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip -,- -I- - - - - -1- - - - - - - SF Avel HF SE Dpth Froude NlNorm Dp "N" X-Fall ZR Type Ch *******1*******1********* - 1*4*44*4* *4*4444 4*4***4 4*4**** I I 8.24 1.05 1587.82 .00 .83 1.77 2.000 .000 .00 1 .0 - -1- -I -I- - -I - - - - - - .0234 .37 .53 2.36 .51 .013 .00 .00 PIPE 7.86 .96 1588.19 .00 .83 1.78 2.000 .000 .00 1 0 - -1- -I- -I- - - -I- - - -I- - - - .0204 .18 .55. 2.21 .51 .013 .00 .00 PIPE I. I I I I 7.49 .87 1588.36 .00 .83 1.80 2.000 .000 .00 1 .0 - -I- -I- -I- -I- -I- - -I- - - - .0179 .10 .57 2.07 .51 .013 .00 .00 PIPE I -I I I I 7.14 .79 1588.47 .00 .83 1.82 2.000 .000 .00 1 .0 - -I -1- -1- -I- -I- - -I- - - - .0157 .06 .59 1.94 .51 .013 .00 .00 PIPE I I 1 I I 6.81 .72 1588.53 .12 .83 1.84 2.000 .000 .00 1 .0 - -I -I- -I- -I- -1- -I- -I- - - - .0146 .25 .73 1.81 .61 .013 .00 .00 PIPE I I 1 I 1 I 6.78 .71 1588.77 .00 .83 1.84 2.000 .000 .00 1 .0 - -I- -I- -I- -I- -I- -I- -I- - - - .0139 .52 .61 1.80 .61 .013 .00 .00 PIPE - I I I I 6.57 .67 1589.29 .00 .83 1.85 2.000 .000 .00 1 .0 - -I- -I- -I- -I- -I- -1- -1- - - - .0124 .21 .62 1.72 .61 .013 .00 .00 PIPE I 1 1 6.26 .61 1589.51 .00 .83 1.87 2.000 .000 .00 1 .0 - -I- -I- -I- -I- -I- -I- -I- - - - .0109 .10 .65 1.61 .61 .013 .00 .00 PIPE 1 I I I I I 5.97 .55 1589.60 .00 .83 1.89 2.000 .000 .00 1 .0 -1- -I- -I- -1- -I- -1- -I- - - - .0095 .05 .67 1.51 .61 .013 .00 .00 PIPE M I r- 1 W 1 1 1 MN 1 I 1 N- - - 1 6 FILE: P:\826-1177\Drainage\25a.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:45: 1 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE A ***************************************♦*********.*4*4************************i**4*4*4*44*4*4*4*4*4****4***f***4*4*4ar***♦ Station L/Elem ***r***** Invert 1 Depth Elev 1 (FT) -1- C- h Slope 1 ) Water Elev r**r*♦*r* 1074.463 1588.456 .692 1589.148 3.282 1077.745 2.257 1060.003 1081.314 - -1- .0147 1 1588.505 -1- .0147 1 1588.538 -1- .0147 .717 1589.222 .742 1589.280 1 1588.557 .769 1589.326 - -I- .706 .0147 1082.020 1588.567 .797 - 1- -1- .180 .0147 I 1 1082.200 1588.570 - 1 -1- WALL ENTRANCE 1 1 1082.200 1588.570 -1- -1- .828 1.278 Q (CFS) ********* Vel Vel (FPS) Head - -1- SF Ave 5.50 5.69 - -1- -1- 1 5.50 5.43 - -1- -1- 5.50 5.18 1 1589.364 -1- 1589.398 .50 .0083 .46 .0073 Energy Grd.E1. HF *r******* 1589.65 .03 1589.68 .02 .42 1589.70 .0064 .01 1 5.50 4.94 .38 1589.70 -I- -1- -1- .0056 .00 1 5.50 4.71 .34 1589.71 -1- -I- -I- - .0049 .00 1 1 5.50 4.48 .31 1589.71 Super Elev S- E Dpth ******* CriticallFlow ToplHeight/ Depth 1 Width IDia.-FT - -1- -I- Froude NlNorm Dp 1 "N" 1 1******* 1 1 .00 .83 1.90 2.000 .69 1.41 .61 .013 1 1 .00 .83 1.92 2.000 - - -1- -i- - .72 1.32 .61 .013 .00 .83 1.93 2.000 - - - -I -1- - .74 1.23 .61 .013 i_ 1 .00 .83 1.95 2.000 - - - -1- -1- - .77 1.15 .61 .013 1 1 .00 .83 1.96 2.000 - - - -I -1- - .80 1.07 .61 .013 1 1 .00 .83 1.97 2.000 - -1- -I- -I -I- -1- 1 I I 1 1589.848 5.50 .43 .00 1589.85 - -1- -1- -1- -I- -I- - -1- -1- - 1 1 .00 .21 10.00 7.500 - - -1- -1- - Base Wtl or I.D.1 ZL - -1- - X-Fall) ZR 1 1 .000 .00 - -1- .00 .00 1 .000 .00 - -1- .00 .00 1 .000 .00 - -1- .00 .00 .000 .00 - -1- .00 .00 1 .000 .00 - -1- .00 .00 1 .000 .00 - -1- 1 10.000 .00 - -1- ♦r****r No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 P- IPE 1 .0 0 .0 N M I-- E MI I I M I M= N 1 E I 1= FILE: P:\826-1177\Drainage\25b.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 1-23-2004 Time: 2:52: 9 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 PIER/PIP WIDTH DIAMETER WIDTIH DROP CD 1 4 1 3.500 CD 2 4 1 3.500 CD 3 4 1 3.000 CD 4 4 1 2.000 CD 5 2 0 .000 4.500 14.000 .00 CD 6 3 0 .000 2.000 4.000 .000 .000 .00 CD 7 4 1 1.500 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - W SPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE B W SPGW 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 1002.590 1577.790 4 1581.100 ELEMENT NO 2 IS A REACH * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 1026.100 1578.020 4 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1048.720 1578.250 4 .01.3 22.493 57.619 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 1062.910 1578.390 4 .013 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PIII 4 1067.910 1578.440 4 4 0 .013 1.200 .000 1578.450 .000 60.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1299.910 1582.000 4 .013 .000 .000 .000 0 ELEMENT NO 7 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 44 INVERT-3 INVERT-4 PHI 3 PHI 4 1305.070 1582.200 4 4 0 .015 8.500 .000 1582.200 .000 46.000 .000 RADIUS ANGLE .000 ' .000 ELEMENT NO 8 IS A REACH * * U/S DATA STATION INVERT SECT 1312.530 1582.790 4 ELEMENT NO 9 IS A REACT( * * U/S DATA STATION INVERT SECT 1329.210 1584.010 4 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT 1357.790 1586.090 4 WSPGW tl RADIUS ANGLE AUG PT MAN 11 .013 .000 .000 .000 0 N RADIUS ANGLE ANG PT MAN H .013 22.487 42.500 .000 0 N RADIUS ANGLE ANG PT MAN II .013 .000 .000 .000 0 PAGE NO 3 - - - N - - - - - - - - - - - - w NM EN WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1357.790 1586.090 5 .500 ELEMENT NO 12 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1357.790 1586.090 5 1591.090 mu um me- m um m am um ma u- N gm-- E T1 TRACT 16176 SIERRA LAKES (PA 11) T2 Q25 FINAL HYDRAULICS T3 LINE B SO 1002.5901577.790 4 R 1026.1001578.020 4 R 1048.7201578.250 4 R 1062.9101578.390 4 JX 1067.9101578.440 4 4 R 1299.9101582.000 4 JX 1305.0701582.200 4 4 R 1312.5301582.790 4 R 1329.2101584.010 4 R 1357.7901586.090 4 WE 1357.7901586.090 5 SH 1357.7901586.090 5 CD 1 4 1 .000 3.500 CD 2 4 1 .000 3.500 CD 3 4 1 .000 3.000 CD 4 4 1 .000 2.000 CD 5 2 0 .000 4.500 CD 6 3 .0 .000, 2.000 CD 7 4 1 .000 1.500 Q 6.500 0 .013 .013 .013 .013 1.200 .013 .015 8.5 .013 .013 .013 .500 .000 .000 .000 .000 14.000 4.000 .000 .000 .000 .000 .000 .000 .000 .000 1581.1 1578.450 1582.200 1591.090 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 0 57.619 .000 0 .000 .000 0 60.0 .000 .000 .000 0 46.0 .000 .000 .000 0 42.500 .000 0 .000 .000 0 0 M N - - I M- MN I" N - - = M M I MI M ,I FILE: P:\826-1177\Drainage\25b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:52:14 TRACT 16176 SIERRA LAKES (PA 11) 025 FINAL HYDRAULICS LINE B #*####*######*##4i#*#**###*##rr-T-T##**######*#4*##4*f*****###**#**}###*#*#**##}#**##+#4##*#*#***###*#***#*#*****###****###4+ 4*#4*#*# Station L/Elem *44#4*444 Invert Elev Ch Slope 1002.590 1577.790 23.510 .0098 1026.100 1578.020 22.620 .0102 1048.720 1578.250 14.190 .0099 1062.910 1578.390 JUNCT STR .010.0 1067.910 1578.440 107.310 .0153 1175.220 1580.087 -1- 12.439 .0153 1187.658 1580.278 HYDRAULIC JUMP 1187.658 1580.278 18.663 .0153 1206.322 1580.564 50.689 .0153 Depth (FT) *4*4*4*# Water Elev 4******** 3.310 1581.100 3.201 1581.221 3.153 1581.403 3.085 1581.475 -1- 3.175 1581.615 2.000 1582.087 1.814 1582.092 1.041 1581.319 - -1- 1.052 1581.616 - -1- - Q Vel Vel Energy I Super CriticallFlow Top Height/ Base Wt No Wth (CFS) (FPS) Head Grd.E1.I Elev Depth ► Width Dia.-FT or I.D. ZL Prs/Pip - - - -1- - - -I- - - -I- - - - - - - - SF Ave HF ISE Dpth Froude N)Norm Dp "N" X-Fall ZR Type Ch }##*i+##* *4}##}#1*4*4*#* 1#*44*f+ 1*4}4i+}+ *44*4*4 *4##4 ♦44♦off I 1 16.20 5.16 .41 1581.51 .00 1.45 .00 2.000 .000 .00 1 .0 - - - -I - -1- - - -I- - - - -1- .0051 .12 3.31 .00 1.26 .013 .00 .00 P- IPE 16.20 5.16 .41 1581.63 .00 1.45 .00 2.000 .000 .00 1 0 - -I- -1- - - -I- - - -I- - - - - -I- - .0051 .12 .00 .00 1.24 .013 .00 .00 PIPE 1 1 16.20 5.16 .41 1581.82 .00 - 1.45 .00 2.000 .000 .00 1 .0 - -I -I- - - -I- -I- -I- - - - - -1- I- ▪ 0051 .07 3.15 .00 1.26 .013 .00 .00 PIPE I I I 1 I I I 16.20 5.16 .41 1581.89 .00 1.45 .00 2.000 000 .00 1 .0 - -I- -I- - - -I- -I- -1- -1- - - -I- I- . 0048 .02 3.09 .00 .013 .00 .00 PIPE I 1 I I I 1 I 15.00 4.77 .35 1581.97 .00 1.40 .00 2.000 000 .00 1 .0 - -I- -I- - - -1- -I- -I- -1- - - -I- 1- .0049 97 3.17 .00 1.04 .013 .00 .00 PIPE I I I 1 I I I 15.00 4.77 .35 1582.44 .00 1.40 .00 2.000 000 .00 1 .0 -I- -I- - - -1- -I- -I- -I- - - -1- I- 0091 .05 2.00' .00 1.04 .013 .00 .00 PIPE 1 15.00 5.01 .39 1582.48 .00 1.40 1.16 2.000 .000 .00 1 .0 - -1- -I- - - -I- -I- -I- -1 - - -I- 1- I I I I I I 1 15.00 9.07 1.28 1582.60 .00 1.40 2.00 2.000 .000 .00 1 .0 - -I- -I- - - -I -I- -I- -I- - - -1- I- .0151 .28 1.04 1.76 1.04 .013 .00 .00 PIPE 1 I I 1 I • I I 15.00 8.95 1.24 1582.86 .00 1.40 2.00 2.000 .000 .00 1 .0 - -I- -I- - - -I -I- -I- -I- - - -1- I- .0139 .71 1.05 1.72 1.04 .013 .00 .00 PIPE INN 11111 M NM N NM MN 111111 EN MI 1 - - - M MI I 11111 1 FILE: P:\826-1177\Drainage\25b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:52:14 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE B .+++a**taa+aa*a.aaa..as+aai.aa***a*******a*a*a*a..*arata++aa*a*a*******aa*****a++aa.a**.a*****.a*****aaa*+a*a***.***a+***.. aaa*a*a. Invert Depth Water Station I Elev (FT) Elev L/Elem ICh Slope *****a*.*1 ****.*a* **aaa*+a* 1257.010 1581.342 1.093 1582.435 - I- - 19.545 .0153 1276.556 1581.642 1.136 1582.778 10.566 .0153 1287.122 1581.804 1.182 1582.986 6.434 .0153 1293.556 1581.902 1.230 1583.133 -I- -1- -I- - 3.834 .0153 1297.391 1581.961 1.281 1583.242 -I- -I- -I- 1.950 .0153 I I I 1299.341 1581.991 1.336 1583.327 .569 .0153 1299.910 1582.000 1.396 1583.396 - I- -I- -I- - JUNCT STR .0388 1305.070 1582.200 1.944 1584.143 1.820 .0791 1306.890 1582.344 1.794 1584.138 1.220 .0791 Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt INo Wth (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia.-FT or I.D. ZL IPrs/Pip - - - -I- - - - - - - -1- - - -- -I SF Ave HE SE Dpth Froude NlNorm Dp "N" X-Fall. ZR [Type Ch a*a.#aiaa .***aa*1*.*.*aa **a**a+*a *a*+aaa 1 +*++:a. as+aaa ++aaa I..+..a. I I 15.00 8.53 1.13 1583.57 .00 1.40 1.99 2.000 .000 .00 1 .0 - -I - - -I- - - -I- - - - - I- .0123 .24. 1.09 1.60 1.04 .013 .00 .00 PIPE I I 15.00 8.14 1.03 1583.81 .00 1.40 1.98 2.000 .000 .00 1 .0 - - - -I- - - -I - - -I -I- - - I- .0109 .11 1.14 1.49 1.04 .013 .00 .00 PIPE I I I 1 15.00 7.76 .93 1583.92 .00 1.40 1.97 2.000 .000 .00 1 .0 -1- -I- - - -I- - - -I -1- - - - - I- .0096 .06 1.18 1.38 1.04 .013 .00 .00 PIPE . I 1 I I 15.00 7.40 .85 1583.98 .00 1.40 1.95 2.000 .000 .00 ] .0 - -I- -I- - - -I- - - -1- -1- - - - I- .0085 .03 1.23 1.28 1.04 .013 .00 .00 PIPE I 15.00 7.05 .77 1584.01 .00 1.40 1.92 2.000 .000 .00 1 .0 - -1- -I- - - -I- - - -1- -I- - - - - I- .0076 .01 1.28 1.18 1.04 .013 .00 .00 PIPE I 1 15.00 6.72 .70 1584.03 .00 1.40 1.88 2.000 .000 .00 1 .0 - -1- -1- - - -I - -1- -I- - - - - I- .0067 .00 1.34 1.09 1.04 .013 .00 .00 PIPE' I I 15.00 6.41 .64 1584.03 .00 1.40 1.84 2.000 .000 .00 1 .0 - -I- -I- - - -I- - - -I -I- - - - - .0047 .02 1.40 1.00 .015 .00 .00 PIPE I 6.50 2.09 .07 1584.21 .00 .90 .66 2.000 .000 .00 .1 .0 - -I- -I- - - -1- -I- -I- -1- - - - - I- .0007 .00 1.94 .17 .43 .013 .00 .00 PIPE I I 6.50 2.19 .07 1584.21 .00 .90 1.22 2.000 .000 .00 1 .0 - -I- -I - - -I- -I- -I- -I- - - - - .0008 .00 1.79 .25 .43 .013 .00 .00 PIPE 1 all S E E -111111 M MN 1 1 N M S 8 NS FILE: P:\826-1177\Drainage\25b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:52:14 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE B Station L/Elem Invert Elev Ch Slope ********* 1308.110 1582.440 .588 .0791 1308.698 1582.487 - - -I- -I- HYDRAULIC JUMP 1 1308.698 1582.487 .451 1582.937 - - -I- -I- 3.832 .0791 I i 1312.530 1582.790 .459 1583.249 7.377 .0731 1319.907 1583.330 -I- -I- 9.303 .0731 I I I 1329.210 1584.010 .483 1584.493 6.170 .0728 1335.380 1584.459 .498 1584.957 -I- -I- -1- - 4.581 .0728 1339 961 1584.792 .515 1585.307 -I- -I- -1- 3 496 .0728 1343 457 1585.047 .533 1585.580 -1- -I- -I- - 2.783 .0728 Depth Water Q Vel Vel Energy I,Super CriticallFlow Top Height/ Base Wt (FT) Elev (CFS) (FPS) Head Grd.E1.l Elev Depth 1 Width Dia.-FT or I.D. - - - - - -I- - - -I- - -I- - - - - SF Ave HF ISE Dpth Froude NlNorm Dp "N" X-Fall ******** ********* ********* *******I******* *********I 1***+**** I I 1.691 1584.131 6.50 2.29 .08 1584.21 .00 .90 1.45 _ -I- - - - -1- - - -1- - - -I- - .0008 .00 1.69 .29 I 1.640 1584.127 6.50 2.36 .09 1584.21 .00 .90 1.54 - - -I- - - -I- -I- I 6.50 12.26 2.34 1585.27 .00 .90 - - -I- - - -1- - - -1- .0644 .25 .45 3.84 6.50 11.96 2.22 1585.47 .33 .90 - - -1- - -I- - - -I- .0600 .44 .79 3.71 I .466 1583.796 6.50 11.67 2.11 1585.91 .32 .90 -I- - - - - -I- - - -I- - - -1- .0543 .50 .78 3.58 I 6.50 11.13 1.92 1586.41 .00 .90 - - -I- - - -I- - - -I- .0476 .29 .48 3.36 6.50 10.63 1.75 1586.71 .00 .90 - - -1 - - -1- - - -I- .0417 .19 .50 3.15 I 6.50 10.13 1.59 1586.90 .00 .90 - - -I- - -1- - - -I- .0365 .13 .52 2.95 I 6.50 9.66 1.45 1587.03 .00 .90 - -I- - - -I - -I- .0319 .09 .53 2.76 .43 2.000 .013 2.000 ZL ZR .000 .00 .00 .00 .000 .00 No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 I 1 1.67 2.000 .000 .00 1 .0 .43 .013 .00 .00 PIPE I 1.68 2.000 .000 .00 1 .0 -I- - - -I- - .44 .013 .00 .00 PIPE I I 1.69 2.000 .000 .00 1 .0 -I- - - -I- - .44 .013 .00 .00 PIPE I I 1.71 2.000 .000 .00 1 .0 -I- -I- -I- - .44 .013 .00 .00 PIPE I 1.73 2.000 .000 .00 1 .0 -I- -I- -I- - .44 .013 .00 .00 PIPE I I I 1.75 2.000 .000 .00 1 .0 -I- -I- -1- - .44 .013 .00 .00 PIPE I I I 1.77 2.000 .000 .00 1 .0 -I -I- -1- - .44 .013 .00 .00 PIPE N - - N OM NM NM M EN I MI NM E M I 1 - - UN FILE: P:\826-1177\Drainage\25b.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:52:14 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE B *******************************************************************i4**************************************************** Station L/Elem ********* Invert Depth Water Q 1 Vel Vel 1 Energy Elev (FT) Elev (CFS) I (FPS) Head I Grd.E1. Ch Slope 1346.240 1585.249 2.224 1348.464 1.839 1350.304 1.537 1351.841 1.258 1353.099 1.061 1354.160 .880 1355.040 .725 1355.764 .591 .0728 1585.411 .0728 1585.545 .0728 1585.657 .0728 1585.749 .0728 1585.826 .0728 1585.890 .0728 1585.943 .0728 1356.355 1585.985 .473 .0728 ******** .551 1585.800 - -I- -I -I- I SF Ave' HF 6.50 9.21 1.32 1587.12 - - - - -I- -I- -I- .0279 .06 .571 1585.982 6.50 8.78 1.20 1587.18 - - _ -I- -I- -I- .0245 .04 .591 1586.136 6.50 8.37 1.09 1587.22 - - - - - -1- -I- -I- .0214 .03 I I .611 1586.268 6.50 7.98 .99 1587.26 - - - - - -I- -I- -I- - .0187 .02 I I .633 1586.382 6.50 7.61 .90 1587.28 - - - - - -I- -I- -I- - .0164 .02 I I .655 1586.481 6.50 7.26 .82 1587.30 - - - - - -1- -I- -I- - .0144 .01 I I .678 1586.568 6.50 6.92 .74 1587.31 - - - - -I- -I- -I- - .0126 .01 I I .702 1586.645 6.50 6.60 .68 1587.32 - - - - - -I- -I- -I- - .0110 .01 I I .727 1586.713 6.50 6.29 .61 1587.33 - - - - - -1- -I- -I- - .0097 .00 * * * * * * * * Super CriticallFlow Top Height/IBase WtI No Wth Elev Depth I Width Dia.-FTIor I.D.I ZL Prs/Pip - - -1- - - -1- -I- - SE Dpth Froude NlNorm Dp "N" I X-Fa111 ZR Type Ch I I I .00 .90 1.79 2.000 .000 .00 1 .0 - - - -I- - - -1- -I- - .55 2.58 .44 .013 .00 .00 PIPE I 00 .90 1.81 2.000 .000 .00 1 .0 - - - -I- - - -1- -I- - .57 2.42 .44 .013 .00 .00 PIPE I I I .00 .90 ' 1.83 2.000 .000 .00 1 .0 -1- - - -1- -1- - .59 PIPE .00 .61 .00 ..63 .00 .66 .00 .68 .00 .70 .00 .73 2.26 .44 .013 .00 .00 I 1 .90 1.84 2.000 .000 .00 -I- - - -I- -I- 2.12 .44 .013 .00 .00 I I I .90 1.86 2.000 .000 .00 -I- - -I- -I- 1.98 .44 .013 .00 .00 I I I .90 1.88 2.000 .000 .00 - -I- -1- -I- -1- 1.85. .44 .013 .00 .00 I I I .90 1.89 2.000 .000 .00 - -I- -I- -I- _I- 1.73 .44 .013 .00 .00 1 I I 1 .90 1.91 2.000 .000 .00 -I- -I- -I- -I- 1.62 .44 .013 .00 .00 I I I I .90 1.92 2.000 .000 .00 - -1- -I- -I- -I- 1.51 .44 .013 .00 .00 1 .0 P- IPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 :0 PIPE 1 .0 P- IPE S I -- - -- NU N NM S i NM 1 an N MI - M FILE: P:\826-1177\Drainage\25b.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-23-2004 Time: 2:52:14 TRACT 16176 SIERRA LAKES (PA 11) Q25 FINAL HYDRAULICS LINE B ****** ***** **************** ***************** ***************** *****************************aura*************4.********** *******4 Station L/Elem ***** *4** Invert Depth Water Q Vel Vel 1 Energy I Super ICritical.IFlow Top Elev (FT) Elev (CFS) (FPS) Head I Grd.E1.l Elev I Depth 1 Width - - - - - - - - - -1- -1- -1- -1- -1- - Ch Slope SF Ave' HF ISE DpthtFroude NlNorm Dp ********* ******** ***************•1*******1*********1*******1********1******4* 1356.828 1586.020 .355 .0728 1357.183 .278 1357.461 .196 1357.657 .107 1357.764 .026 1586.046 .0728 1586.066 .0728 1586.080 .0728 1586.088 .0728 1357.790 1586.090 WALL ENTRANCE 1357.790 1586.090 .753 1586.773 .781 .809 .838 .869 .903 1.407 1586.827 - -I- I 1586.875 1586.918 1586.957 -I- 1586.993 - -I- 1587.497 6.50 6.50 6.50 6.50 6.50 6.50 6.50 Height/ Dia.-FT .11N10 Base WtI or I.D.I X-Fa111 ZL ZR I I I I 6.00 .56 1587.33 .00 .90 1.94 2.000 -I- -I- -I- -I- -I- - - - .0085 .00 .75 1.41 .44 .013 I I I I 5.72 .51 1587.33 .00 .90 1.95 2.000 - -I- -1- -1- -1- -1- -1- - .0075 .00 .78 1.32 .44 .013 I I I I 1 5.45 .46 1587.34 .00 .90 1.96 2.000 - -1- -1- -1- -1- -1- -1- - .0065 .00 .81 1.23 .44 .013 I I I I I 5.20 .42 1587.34 .00 .90 1.97 2.000 - -1- -1- -1- -1- -I- .0057 .00 .84 1.15 .44 .013 I I 4.96 .38 1587.34 .00 .90 1.98 2.000 - -1- -I- -1- -1- -1- -1- - .0050 .00 .87 1.07 .44 .013 I I I I I 4.72 .35 1587.34 .00 .90 1.99 2.000 - -I- -I- -I- -I- -I- -1- - 1 1 I 1 .33 .00 1587.50 .00 .19 14.00 4.500 - -1- -I- -I- -I- -1- -1- - 1 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 .00 .00 .000 .00 - -1- .00 .00 .000 .00 - -1- I 14.000 .00 - -I- No Wth Prs/Pip Type Ch 1 .0 PIPE 1 .0 P- IPE 1 .0 P- IPE 1 .0 PIPE 1 .0 P- IPE 1 .0 0 .0 REFERENCES & MAPS 09/23/03 R-1 NMI NM =I EMI NM IMO IMP Ell 1E11 IIIII =II NMI 1E111 NM NM IMO NMI IMO ' • - 1•./.-• -1 - I v./ ' 11A7 • • ' '•14.%!•" SAN BERNARDINO COUNTY HYDROLOGY MANUAL 1331511111911:"1- 2.,f; .71 L. r I \ 1 IWe DINO COW", kk) 49:416____ ..._—____, • c•-• C INOL X NU. - 4'1Sf r .71 UNM SOU. 414041•13C.MPY NIL CACIUP DESICAATWN 1)009.7 0/ INC.CATr SOV1CC 'A • a'. '39 ' , 4 • • • ••• • 1.4 Tr 17, e„....72.14.= • . , f61-47:2.•-7-AL f• • . . .1-;•:...„ • .r.,F '1 2 •••• • •-•-•'`.' • •••••• SCALE REDUCED BY 1/2 C-26 HYDROLOGIC SOILS GROUP MAP FOR SOUTHWEST -A AREA FIGURE C-I3 MI E I - - - - - - N = INN - - M - - I MN �LI T4N -- —I— _L- T — — T3N T2N — W 4 —1 1 I- 1 7—I- j T-- T-"t -" R W 1 I 71 411 • `ulfr • RGW _ Fr- ._: _ _ _ - FONTAN TIS „will— oNT� �10� �• Pi! =inn i (.. 'FP; wee =T II- L0 --• 4- - r. T2S 7 +— 1' t — 1_ S 1— 4 4 1• I I I 4W I 4 10� — — 4 l �t'DI 0inswan,-,m !wi � L - i AOIM______ii ATE/ WittP112221. RSIDE kR4W —I— s w • RTW R5W -i L.,..a .�W -r SAN BERNARI)INO COUNTY HYDROLOGY MANUAL —1- 1 11 I ?1 I 4, - f R1'Y REDUCED DRAWING SCALE I':4 MILES R2E+ I I — -1 I_1_ — — T4N folartgw.•- • oats . q•_ ' T T a. 1_ l2e N , ,]OLINLS PlIt.u11,li&TI0N '.IN0.311 —4 J -!. -- — —1 r = � RIE R /. 05 • n VS • -11I.; FLL00AN DECONTROL DISTRICT VALLEY AREA ISONYETALS Y. - 10 YEAR 1 HOUR W. 03 4*Dy NOSANa 11.1311 .w.wm .100E 'LIIOT110C oat I .u.i 11112 M11r L1 - oN.e Na 3 .' It IMO M I N - OM NM = = MN N IIIIII N II= IIIIII M IMO INN IS IT TIN u--' —'�=�---�--•--��\ - ���~�, � ••�y�'� �_Ti 1 I 1 7. 1 \ f• `� - i ~ is n•�. �.�. , �j,>•-r, I I - IffilMuna IMOINitria"Writi NMI ermagok..prmirrionvar ampwas wiamirmagoimmewn- Offru,116.7210,1peopigplr illic11121111.7111k- WININPM VI,P31111-7.=.4`iiiiillUvw- � - - - 13. i ; 1 -4 SAN BERNARDINO COUNTY HYDROLOGY MANUAL • f; I !1 IrjNi% • fi•ezTerosi, - Te -i— REDUCED DRAWING SCALE I" : 4 MILES CB IS�OUNEESS PRECIPITATION (INCHES) G1 't- I -F''el— i- - — _ I_ Z.� ,,,, !. 53 FLO CONTROL DISTRICT OC VALLEY AREA OONYETLLS Y -IOO YEAR 1 HOUR r� d wane, Antral- •. wa AA..00 rtcni 111/41 a.+ll F—I,.AI • a it L•1I�1 son n_ l ' ir E? MP E"--e' - Er Ir or it RIF -T i (n ru REQUIRED "D" LOAD FOR REINFORCED CONCRETE PIPE LAID PER STD. DWG. 2 — D 177 CASE III BEDDING DESIGN DENSITY = 140 p.c.f. PIPE DEPTH 6K COVER__I_NFEET PIPE SIZE 1_ 1 25 i 5_ i25 _2 -3-- 4 5 _ -_6 -7 6._ _ 9 10�.. 11 i2 _ 3 __ -1� 13- 16 IL_ 19_ 23 34 SIZE • 2000 coil; (AS,-0 1500 0 130s0'7500 12 1750 1750 2250 2500 2750 3000 2250 2500 2500 2500 2750 2750 2750 ,1Q_ 3000 3000 _2O 3000 __g1 3000 .2C 3000 3250 3250 _25 3250 12 .12__ 15 IirflLL 1590 12So 1500 MOO 2250 2500 2750 2000 2250 2250 2 50,2500. 2500 2500 275Q 2750 271Q 2730 3000 3000, 15 10 S9.NS! _ _ EYE_ _ - F_F!ll Imo 2000 2250 2500 2250 1� 2394 .2150 _i004 2750 2150 2T) _IQ _. -_.. _flAS � to S 1500 ....MIL 1750 2000 2200 -_- 223Q .2250 ._2544 — -2504 2500 21 -21 NI moo 2U) !75Q 1250_ _ 1250 I75Q SO — ,25oq _24 — I00ij I750 2�4 2240 io _ — 22N _ _ Moo 2L _2T._ 30 _ ^_ N I_ TSO I?O __ _ — _—. — -- -_. .___ ._ ____. 1500 -- — — .— _— --- 17.50 --- -- --- .— 2000 -- _ — — 2250 ! -- — - 2500 — 3Q_ 3fi ono I3oo 1250 iSdd r ibbS 36 39. 1700 1600 1:1 1200 1100 1200 1400 1600 1800 2003 1600 IToo 1Q00 2100 2200 2200 2300 2300 2404 —, _39 47 1g22_ t5°0_ 13�.-1 2 10f%1 _-_ -_ -- - -1900 I9� — —_ — -- 2394 42- 45 1500 1400 1300 1 00 1100 1306 i503- 1700 - --- — — -- - Ifl40 — — — .2104. _ge_ --it0 1400 1300 l200 11_00 i0oo - - -i9�3-' Imo -51 1300 - .—. —. _.-. 1100 114g! 1S00 --- _51 51 120. I2QQ II40 1E44 -- -- .1Q4 -- .-_-• -- -- -- 2Q� -- -- -- 54 51 loo0 . —._- -- .— -- 1400 I800 --- ----. - -- -- 37 60 •- --- 900 000 900 1200 60 - 83 _ _ itso. — -•— - - eso 9so Iola 13N 13s0 ITS .— — 1650 ITNA950 , 19s0 — 21s0 22no — gm— 2 —_ .-.63 _ 66 T258 1204 _ 900 — 1`� — —. 666 69 1320 _ _�. ebb --- -- l390 ITN AIN .Ii54 .050 — — — — — -- _-- .—_ MO69 7 — -- - - -- -- — 1150 -- — — -- 2454 — -- — . 7• i . 15 ma 125a ilso !nu) 750 1t�0 IIN I4 Q — _15. iioo Ma. _ _ — —_ 14N 1200 225Q 7 0 66 . —. _— —_ — -- -- — — — .— — — — — — — _ = _ — — — — . r P' 7 I13 !_ 120 1600 - _ 04_ ._ii. — — -- — 1100 1250 _ iii _H7 92. 1500 - 954 _ __ 1449 _...- .— — -- _. _.- l - 2 •. •r 90 _ 1400 1250 1100 950 _ . _- _ ._. 1700 2 Q 96 r.- --- ----- -- - ---. ....--- _93 ili2 'ASS --- ---- -- ----- •-- -- ------ --- •— 1500 1600 _ ib2-- IOP 1600 1450 1300 1150 730 1050 1200 1350 1500 1300 1400 ! ♦ / /. / 109 Projection Condition Trepch Condillon �I DMA: land 1 ire lucid NOTE' —y Urreslricted Trench Widlh Trench Widlh • 0 0 + 20 Inches ludo/ • 1.13 - 11120 - S16 truck • Foe General Notes see Sheet I. LOS ANGELES COUNTY FLOOD CONTROL DISTRICT "0" LOAD TABLE FOR DESIGN OF REINFORCED CONCRETE PIPE "'^•' REVISIONS S YII r.•• o.r. o.•cwrrww GZ F. ,.�. 6 5. ...MO ............ C w 11_ {GAL[ NONE DA DEC.TA 70 DWG. NO. 2-02135 auas 5 or 27