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Home My WebLink AboutCitrus Heights North - Parkhouse Drive & Parkside Way- PARKHOUSE & PARKSIDE WAY on — STORM DRAIN ON im LINES E4, C & R DRAINAGE STUDY ow CITY OF FONTANA IN April 25, 2005 go im w SID N e r 0 8 11 Reference 126-2023 APPROVED SIGNATURE /) .%-x/> MAY 1 3 2005 THE APPROVAL OF THIS PLAN AND SRECIFICATIONS SHALL NOT BE HELD TO PERMIT OR TO BE AN APPROVAL OF THE VIOLATION OF ANY FEDERAL, STATE, COUNTY OR CITY LAWS OR ORDINANCES. Madole & Associates, Inc. 760-A Rochester Avenue Ontario, CA 91761 (909) 937-9151 Fax 9. -915100 /A��/% �+��/D✓ Wendell L. Iwats ate R.C.E. 36637 Ex .6/30/06 WILL DAN A!R r� w.. A r it go NO p• +w W rrr 40 1� CONTENTS SECTION TITLE ❑ A DISCUSSION ❑ Vicinity Map ❑ Q Q100 HYDROLOGY ❑ "E4 & C" System ❑ "R"System ❑ Q -CB Q100 CATCH BASIN HYDROLOGY ❑ Catch Basin & Laterals ❑ D STREET FLOW DEPTH & CATCHBASINSLZING CALCULATIONS ❑ H Q100 STORM DRAIN HYDRA ULICS ❑ Line "E4" ❑ Line "R" ❑ Line "C" ❑ Laterals ❑ R REFERENCES & MAPS ❑ Soils Map (from San Bernardino County Hydrology Manual) ❑ Isohyetal Maps (from San Bernardino County Hydrology Manual) ❑ Street Cross-section Diagram ❑ Knox Avenue Hydraulics & Plan ❑ Summit Avenue Hydraulics & Plan ❑ Line E4 & R Hydrology Map ❑ Catch Basin & Lateral Hydrology Map SECTION A DISCUSSION DISCUSSION INTRODUCTION The purpose of this report is to provide a drainage study for the Street Improvements of Icon Street, Parkside Way and the connecting streets of the proposed development. The proposed streets are located easterly of Knox Avenue and northerly of Summit Avenue in the City Fontana, County of San Bernardino, California (See the following Vicinity Map). The project will provide the infrastructure in Icon Street and Parkside Way as well as for the connecting streets of the future development of "Citrus Heights North". Generally, the terrain slopes from northeast to southwest. Storm water from future development east of Knox Avenue will flow overland and in streets in a southerly and westerly direction. The future developments will have underground storm drain systems that will intercept the storm flows and discharge into the Knox Avenue Storm Drain and into the Summit Avenue Storm Drain, MPSD Line B. r EXISTING CONDITIONS The topographic contours for this area indicate that the surface falls southwesterly. The land is open field with very small amounts of vegetation and for the most part, the storm water runoff from the northeast will drain onto Knox Avenue. The drainage area is bound on the north by the Edison Right - of -Way, the east side is bound by Citrus Avenue, and the future Knox Avenue on the west. The storm water that will drain into Knox Avenue will flow southerly to Summit Avenue. An existing drainage system at Summit Avenue and Lytle Creek Road provides for the surface runoff from the predeveloped conditions (This existing drainage system will be modified as part of the Summit Avenue Storm Drain Improvements). PROPOSED STORM WATER DRAINAGE The proposed storm drains in Icon Street and Parkside Way will provide the primary drainage infrastructure for the Q100 storm water runoff from an area of nearly 47 acres northerly of Summit Avenue. The facility will provide main lines of 48", 36" and 30" R.C.P. and laterals for the adjacent potential development areas. Catch basins and inlets will intercept the street runoff along the ultimate conditions. This submittal of the design and drainage study assumes portions of the drainage area will be contributory to Knox Avenue and to Summit Avenue. An area east of Knox Avenue and adjacent to and northerly to Summit Avenue will conceptually drain into Summit Avenue. (See Drainage Map). itll Future drainage systems for the adjacent tracts remain to be designed and constructed as part of those ' tracts. A 30 -inch lateral will be provided for the cul-de-sac in Tract 16870. Two future catch basins will be constructed in the northerly street of Tract 16871. A 24 -inch lateral will be provided for the Recreational Park. I I I I 1 7 1 1 1 7 J NTS w►noLE & ASSOC TES, D(C. PARMII= DRIVE CONSULTM CNL ENGINEERS PARESIIDE WAY dw AND LAND PLANNERS I I J:\126-202MsWrm\HYD-MAP.dwo. 311412005 9:37:58 PM. Wendell. Wendell r1j Si�F v DUNCAN w CYN. RD. z ECT w �a 0 ATION Z w ``' Q a w it SU AVENUE ui � Y W N W Z U Z U OJ W Y U SIE w KES PARKWAY � J w HIGHLAND AVENUE ccn > Q U W w BA m ELINE AVENUE NTS w►noLE & ASSOC TES, D(C. PARMII= DRIVE CONSULTM CNL ENGINEERS PARESIIDE WAY dw AND LAND PLANNERS I I J:\126-202MsWrm\HYD-MAP.dwo. 311412005 9:37:58 PM. Wendell. Wendell !W is METHOD OF STUDY: HYDROLOGIC STUDYAND HYDRAULIC CALCULATIONS ib ON aw ■. to .a so .. r ,M 116 on W m im .o ar 40 di 10 m sir The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was performed in the determination of the storm runoff peak flow rates (Section Q). 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 and carrying capacities (Section H). The assumption was made that the mainline storm drain would intercept the total runoff at each node therefore reflected in the storm drain hydraulics. References are made to the Summit Avenue drainage structures (MPSD Line B) of which are shown in Section R. DISCUSSION OF RESULTS Project Storm Drain Capacity The storm drains will provide a drainage system designed for the interception of Q100. The catch basins and lateral storm drains are designed for the Q100. The hydraulic calculations (Sections D and H) indicate that adequate catch basin interception and main line storm drain capacity will be provided for the ultimate developed condition. The Q25 hydrology study & hydraulic calculations were not performed since the catch basins were designed and do intercept the Q100. As shown in Section D, the street flows do not exceed the curb height at each of the catch basins (Q100). The storm water flows from this system will be conveyed to the downstream Summit Avenue Storm Drain also designed for the Q100. 1 1 1 1 D 1 1 1 1 1 1 1 1 1 Fel 91 1 wl R.: 4 9. 1 W I 17 [ 1 t t t 1 11 t l r I w l F. i f I F.. i t t v I +-+--------------------------------------------------------------------------------------------------------+-+ I I DESCRIPTION OF STUDY: I I ( I PARKHOUSE LINES E4 & C IN TRACT 16868 CITRUS HEIGHTS -NORTH I I I I Q100 -YEAR HYDROLOGY STUDY I I I I JN 126-2023 wli IN100.dat I I I ----------------------------------------[SAN BERNARDINO COUNTY) -----------------------------------------I I I I FILE NAME:IN100.DAT *ENGLISH UNITS* I CALCULATED BY: I I I I TIME/DATE OF STUDY: 15:55 4/ 8/2005 I CHECKED BY: f I I 1100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) 1 PAGE NUMBER 1 OF I I I -----------------------------[(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE) ------------------------------1 I I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I I I POINT NUMBERISUBAREAI SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) i(ft)Ift/ftIFPS.I AND NOTES I I II-------------I-------I------I---I-----I----I-----I----I----I-----I------I----1-----I----I---------------I I II ------------- I ------- I ------ I---I-----I----I-----I----I----I-----I------ I----I-----I----I---------------I I I I I I 1 t I •• I ( I I I 1 9501.01791 .. IINITIAL SUBAREAt I I 1 431.321 6.71 6.71 A (Open Brushl 18.213.2110.6710.6721 15.31 ---- I ----- I ---- I --------------- I I I I ------------- I ------- I------I---I-----I I-----I----I----I-----I------1 9501.01371 1.7IQest.= 21.6 1 1 I I S.Oft-GUTTERI I I I I I I I I I I I XFALL= 0.002001 1 1 1 FLOW TO PT.#I I 1 1 9.51 1 1 1 1 1 1 1 In=.0200 D= 0.221 1 1 431.331 7.61 14.301 A (Open Brushl 27.812.4910.6710.6721 23.41 ---- I ----- I ---- I --------------- I I f I------------- I ------- I ------ I---I-----I I-----I----I----I-----I------1 661.01061 8.61Qpipe= 23.441 1 I I I I I I I I I I I I I In=.0130 D= 1.231 1 I I 321.001 1 1 1 0.11 I I I 1 1 1 1 1 36.0" -PIPE 1 i I 321.001 1.11 15.401 A I Com I----1 27.912.4910.1010.6311 25.71 ---- I ----- I ---- I ADD SUBAREA I I I I 321.001 0.51 15.901 A I Com I----1 27.912.4910.1010.6141 26.81 ---- I ----- I ---- I ADD SUBAREA I I I I -------------I------- I------I---I-----I I-----I----I----I-----I------1 641.01091 9.OIQplpe= 26.791 1 I I I 1 I I I I I i 1 1 1 In=.0130 D= 1.311 I I I 431.341 1 t 1 0.11 1 1 1 1 1 1 1 1 36.0" -PIPE 11 I I 431.341 0.61 16.501 A I Com I----1 28.012.4810.1010.5951 28.01 ---- I ----- I ---- I ADD SUBAREA 1 I I I-------------f-------I------I---I-----I I-----I----I----I-----I------I 2301.0139110.OIQpipe= 27.981 1 I I I I I I I I I I I I I In=.0130 D= 1.251 1 I I 431.351 1 1 1 0.41 1 f 1 1 1 1 1 1 36.0" -PIPE I I ( I 431.351 2.61 19.101 A 16D/ACI----1 28.412.4610.4910.5811 32.31 ---- I ----- I ---- I ADD SUBAREA I I I I 431.351 0.31 19.401 A I Com I----1 28.412.4610.1010.5731 32.91 ---- I ----- I ---- I ADD SUBAREA I t II------------- I ------- f ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- i I I I 432.151 1 19.41 1 1----1 28.412.461 1 1 32.91 ---- I ----- I ---- IFOR CONFLUENCE I I II-------------I-------i------I---I-----I----i-----1----I----I-----t------I----I-----1----I---------------I I 1 1 I I I 1 I •• I I I I I 1 7001.02291 .. IINITIAL SUBAREAI I I I 10.001 5.01 5.01 A 111+Du1 ---- 1 9.514.7510.2010.1951 20.51 ---- I ----- I ---- I --------------- I I i I------------- I ------- I ------ I ---I -----I I-----I----I----I-----I------1 6001.01531 9.51Qpipe= 20.501 1 I I 1 1 1 I I I I I 1 1 1 In=.0130 D= 1.291 1 I I 11.001 1 1 1 1.01 1 1 1 1 1 1 1 I 24.0" -PIPE I I I I 11.001 8.11 13.101 A ill+Dul ---- 1 10.514.4610.2010.1951 50.31 ---- 1 ----- I ---- I ADD SUBAREA I I I I-------------I-------I------I---1-----I I-----I----I----I-----I------1 1151.00611 8.51QpiPe= 50.291 1 I I 1 1 1 I I I I 1 1 1 1 In=.0130 D= 1.911 1 I I 21.001 1 1 1 0.21 I I I 1 1 1 1 1 48.0" -PIPE I I I I 21.001 0.51 13.601 A I Com I----1 10.814.4010.1010.1911 51.61 ---- I ----- I ---- I ADD SUBAREA f I I I I I I I I I I I I I I I I i 1 1 II--------------------------------------------------------------------------------------------------------I I I * * 1 I * * 1 +-+--------------------------------------------------------------------------------------------------------+-+ l a s a! a I a I a I r 1 F l t i t 1 t 1 9 1 aI a I a 1 a I a A a I Ell +-+--------------------------------------------------------------------------------------------------------+-+ I 1 DESCRIPTION OF STUDY: I I 1 I PARKHOUSE LINES E4 & C IN TRACT 16868 CITRUS HEIGHTS -NORTH 1 I 1 I Q100 -YEAR HYDROLOGY STUDY I I I 1 JN 126-2023 wli IN100.dat I I I I ----------------------------------------[SAN BERNARDINO COUNTY] -----------------------------------------I I I I FILE NAME:IN100.DAT *ENGLISH UNITS* I CALCULATED BY: I I I I TIME/DATE OF STUDY: 15:55 4/ 8/2005 1 CHECKED BY: I I I 1100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 2 OF I I I ----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------I I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V 1 HYDRAULICS I I I I POINT NUMBERISUBAREAI SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) I(ft)lft/ftlFPS.I AND NOTES I I II ------------- I ------- I ------ I---I-----I----I-----I----I----I-----I------ I ---- I ----- I ---- I --------------- I I I I ------------- I ------- I ------ I---i-----I I-----I----I----I-----I------1 1551.00581 8.41Qpipe= 51.571 1 I I 1 1 1 I I I I I 1 1 1 In=.0130 D= 1.961 1 I I 31.001 1 1 1 0.31 1 1 1 1 1 1 1 1 48.0" -PIPE I I I I 31.001 0.21 13.801 A I Com I----1 11.114.3310.1010.1901 51.61 ---- I ----- I ---- I ADD SUBAREA I I I I-------------I-------I------I---I-----I I-----I----I----I-----I------1 2251.00621 8.61Qpipe= 51.571 1 I I I I I I I I I 1 1 1 1 In=.0130 D= 1.921 I i t 41.001 I 1 1 0.41 1 1 1 1 1 1 1 1 48.0" -PIPE I I I I 41.001 1.51 15.301 A 16D/ACI----1 11.514.2310.4910.2191 55.31 ---- I ----- I ---- I ADD SUBAREA I I I I ------------- I ------- I ------ I ---I -----I I-----I----I----I-----I------I 2201.0114111.OIQpipe= 55.251 1 I I 1 1 1 I I I I I 1 1 1 In=.0130 D= 1.681 I I 51.001 1 1 1 0.31 I I I I 1 1 1 1 48.0" -PIPE I I I I 51.001 0.51 15.801 A I Com I----1 11.814.1610.1010.2151 56.11 ---- I ----- I ---- I ADD SUBAREA I I I I-------------I-------I------I---I-----I I-----I----I----I-----I------I 1881.0144112.OIQpipe= 56.091 1 I I I I I I I I I I 1 1 1 In=.0130 D= 1.591 1 I I 61.001 I 1 1 0.31 1 1 1 1 1 1 1 1 48.0" -PIPE I I I I 61.001 1.21 17.001 A 16D/ACI----1 12.114.1110.4910.2351 59.21 ---- I ----- I ---- I ADD SUBAREA I I I I------------- I ------- I ------ I ---I -----I I-----I----I---- I ----- I ------ I 1101.0155112.51Qpipe= 59.231 1 I I 1 1 1 I I 1 1 1 1 1 1 In=.0130 D= 1.611 I I I 432.151 1 1 1 0.11 I 1 1 1 1 1 1 1 48.0" -PIPE I I II -------------I------- I ------ I ---I ----- I ---- I-----I----I---- I ----- I------I----I-----I----i---------------I I 1 1 CONFLUENCE I PEAK FLOW RATE = 85.6 (cfs) I I I 1 1 ANALYSIS I TIME OF CONCENTRATION(MIN.) = 12.2 I LARGEST I I I I FOR POINT# I MEAN VALUES: Fp = 0.804 (in/hr); Ap = 0.431; Fm = 0.346 (in/hr) I CONFLUENCE I I ( I 432.151 EFFECTIVE AREA = 25.36 (Acres); TOTAL AREA = 36.40 (Acres)) Q= 85.61 1 I I 1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I I I 1 85.58 12.23 0.804 0.43 0.346 4.08 25.360 9.01 I I I I 1 67.24 28.39 0.758 0.55 0.415 2.46 36.400 431.31 I I I I-------------I-------I------I---I-----I----I-----I----I----I----- I ------ I ---- I ----- I ---- I ---------------I I I I-------------I-------I------I---I-----I I-----I----I----I-----I------I 1841.0158113.91Qpipe= 85.581 1 I I I I I I I 1 1 1 1 1 1 In=.0130 D= 1.971 1 I I 71.001 1 1 1 0.21 1 1 1 1 1 1 1 1 48.0" -PIPE I I I I 71.001 0.51 25.861 A I Com I----1 12.514.0310.1010.3411 85.91 ---- I ----- I ---- I ADD SUBAREA I i ( I 71.001 1.51 27.361 A 16D/ACI----1 12.514.0310.4910.3491 90.71 ---- I ----- I ---- I ADD SUBAREA I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I II--------------------------------------------------------------------------------------------------------I I I i +-+--------------------------------------------------------------------------------------------------------+-+ irl U, I a` I a.. I a 1 1 1 1 1 1 1 t 1 r I [ I t I [ I a! 9 11 w, l a 1 F, I a' I +-+--------------------------------------------------------------------------------------------------------+-+ I I DESCRIPTION OF STUDY: I I I I PARKHOUSE LINES E4 6 C IN TRACT 16868 CITRUS HEIGHTS -NORTH I I I I Q100 -YEAR HYDROLOGY STUDY I I I I JN 126-2023 wli IN100.dat 1 I I I----------------------------------------ISAN BERNARDINO COUNTYJ-----------------------------------------I I I I FILE NAME:IN100.DAT *ENGLISH UNITS* I CALCULATED BY: I I I I TIME/DATE OF STUDY: 15:55 4/ 8/2005 I CHECKED BY: I I I 1100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 3 OF I ) I I -----------------------------[(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------I I ICONCENTRATIONI AREA (ACRES) IS0ILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I POINT NUMBERISUBAREAI SUM ITYPEITYPEIMIN.1 MIN.I (in/hr) 1(Avg)I(cfs) I(ft)1ft/ftIFPS.I AND NOTES I I i ------------- I ------- I ------ I---I-----I----I-----I----I----I-----I------ I ---- I ----- I ---- I --------------- I I I ------------- I ------- I ------ I ---I -----I I-----f----I----I----- I ------ I 2701.0226116.1IQpipe= 90.691 1 1 1 1 1 I i I 1 1 1 1 1 In=.0130 D= 1.841 1 1 81.001 I 1 10.31 1 1 1 1 1 1 1 1 48.0" -PIPE 1 I 1 81.001 0.31 27.661 A I Com I----1 12.713.9810.1010.3471 90.71 ---- I ----- I ---- I ADD SUBAREA I I ►------------- I------- I------ I---I-----I I-----I----I----I-----i------I 1701.0318118.31Qpipe= 90.691 1 I I I I I I I I i 1 1 1 In=.0130 D= 1.671 1 1 91.001 1 1 1 0.21 1 1 1 1 1 1 1 1 48.0" -PIPE I I 1 91.001 0.81 28.461 A I Com 1----1 12.913.9510.1010.3401 92.51 ---- I ----- I ---- I ADD SUBAREA I I I 91.001 0.21 28.661 A I Com I----1 12.913.9510.1010.3381 93.21 ---- I ----- I ---- I ADD SUBAREA I I I-------------I-------I------I---I-----I I-----I----I----I-----I------I 801.0300118.OIQpipe= 93.181 1 I I I I I I i I I 1 1 1 In=•0130 D= 1.721 1 1 101.001 1 1 1 0.11 1 1 1 1 1 1 1 1 48.0" -PIPE I I 1 101.001 0.21 28.861 A I Com I ---- I 13.OI3.9410.1010.3361 93.51 ---- I ----- I ---- I ADD SUBAREA I I I------------- I ------- I ------ I ---I ----- I ---- I ----- I ---- I ---- I ----- i ------ I ---- I ----- I ---- I --------------- I I 1 101.001 1 28.91 1 1----1 13.01 1 1 1 93.51 ---- I ----- I ---- ISTREAM SUMMARY I I I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I I EFFECTIVE AREA = 28.86 Acres TOTAL AREA = 39.90 Acres PEAK FLOW RATE = 93.52 cfs I I TIME I I I I I I I I I I I I I I I * OF CONCENTRATION(MIN.)= 12.96 MEAN VALUES: Fp = 0.818 (in/hr); Ap = 0.411; Fm = 0.336 (in/hr)► i 1 PEAK FLOW RATE I Q(cfs) Tc(min) 1 93.52 12.96 I 72.47 29.17 I I I I I I I I I I I I I I I I i I I I I I I I I I I I i I I I I I I I I I I I I I I I ----------------------- ----I TABLE Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I 1 1 0.818 0.41 0.336 3.94 28.860 9.01 1 1 0.768 0.52 0.402 2.42 39.900 431.31 1 1 ----I----I-----I----►----I-----I------I----I-----I----I---------------I I 1 I I I I i I I I I I I I I I I I i I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I ----------------------------------------------------------------------I I * I * i ----------------------------------------------------------------------+-+ d C.,d **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 Analysis prepared by: No wo No ************************** DESCRIPTION OF STUDY ************************** +� * PARKHOUSE LINES E4 & C IN TRACT 16868 CITRUS HEIGHTS -NORTH * Q100 -YEAR HYDROLOGY STUDY JN 126-2023 wli IN100.dat ************************************************************************** FILE NAME: IN100.DAT wA TIME/DATE OF STUDY: 15:55 04/08/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- frr USER SPECIFIED STORM EVENT(YEAR) = 100.00 w SPECIFIED MINIMUM PIPE SIZE(INCH) = 24.00 r SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* PM SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 aw USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5700 "M *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* yrr *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 rr NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 00 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET I� 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 431.31 TO NODE 431.32 IS CODE = 21 ---------------------------------------------------------------------------- 40 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< E E to >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 950.00 ELEVATION DATA: UPSTREAM(FEET) = 1682.00 DOWNSTREAM(FEET) = 1665.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 40 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 18.227 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.209 ib SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc po LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) io NATURAL POOR COVER "OPEN BRUSH" A 6.70 0.67 1.00 62 18.23 o. SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 it SUBAREA RUNOFF(CFS) = 15.30 TOTAL AREA(ACRES) = 6.70 PEAK FLOW RATE(CFS) = 15.30 w.• **************************************************************************** FLOW PROCESS FROM NODE 431.32 TO NODE 431.33 IS CODE = 91 ---------- ----------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 1665.00 w.. DOWNSTREAM NODE ELEVATION(FEET) = 1652.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 950.00 "V" GUTTER WIDTH(FEET) = 5.00 GUTTER HIKE(FEET) = 0.050 PAVEMENT LIP(FEET) = 0.010 MANNING'S N = .0200 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.00200 ire MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.493 ON SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS go LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL). CN NATURAL POOR COVER am "OPEN BRUSH" A 7.60 0.67 1.00 62 r. SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 o+ TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 21.56 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.66 err AVERAGE FLOW DEPTH(FEET) = 0.22 FLOOD WIDTH(FEET) = 160.14 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 9.54 Tc(MIN.) = 27.76 �R SUBAREA AREA(ACRES) = 7.60 SUBAREA RUNOFF(CFS) = 12.45 EFFECTIVE AREA(ACRES) = 14.30 AREA -AVERAGED Fm(INCH/HR) = 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 14.30 PEAK FLOW RATE(CFS) = 23.44 Ilw END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.22 FLOOD WIDTH(FEET) = 165.64 FLOW VELOCITY(FEET/SEC.) = 1.69 DEPTH*VELOCITY(FT*FT/SEC) = 0.37 LONGEST FLOWPATH FROM NODE 431.31 TO NODE 431.33 = 1900.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 431.33 TO NODE 321.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< h ELEVATION DATA: UPSTREAM(FEET) = 1637.80 DOWNSTREAM(FEET) = 1637.10 FLOW LENGTH(FEET) = 66.00 MANNING'S N = 0.013 on DEPTH OF FLOW IN 36.0 INCH PIPE IS 14.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 8.63 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 23.44 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 27.89 LONGEST FLOWPATH FROM NODE 431.31 TO NODE 321.00 = 1966.00 FEET. FLOW PROCESS FROM NODE 321.00 TO NODE 321.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< or MAINLINE Tc(MIN) = 27.89 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.486 +A SUBAREA LOSS RATE DATA(AMC II): im DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.10 0.98 0.10 32 go SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 im SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.36 *.. EFFECTIVE AREA(ACRES) = 15.40 AREA -AVERAGED Fm(INCH/HR) = 0.63 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 0.94 TOTAL AREA(ACRES) = 15.40 PEAK FLOW RATE(CFS) = 25.71 pa g, FLOW PROCESS FROM NODE 321.00 TO NODE 321.00 IS CODE = 81 ---------------------------------------------------------------------------- pm »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< im MAINLINE Tc(MIN) = 27.89 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.486 On SUBAREA LOSS RATE DATA(AMC II): rr DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN w.. COMMERCIAL A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 imo SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.07 go EFFECTIVE AREA(ACRES) = 15.90 AREA -AVERAGED Fm(INCH/HR) = 0.61 AREA -AVERAGED Fp(INCH/HR) = 0.68 AREA -AVERAGED Ap = 0.91 TOTAL AREA(ACRES) = 15.90 PEAK FLOW RATE(CFS) = 26.79 FLOW PROCESS FROM NODE 321.00 TO NODE 431.34 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< --»»>USING- USER-SPECIFIED -PIPESIZE-(EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1637.10 DOWNSTREAM(FEET) = 1636.40 FLOW LENGTH(FEET) = 64.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 15.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.05 4p GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 M d PIPE-FLOW(CFS) = 26.79 PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 28.01 LONGEST FLOWPATH FROM NODE 431.31 TO NODE 431.34 = 2030.00 FEET. to FLOW PROCESS FROM NODE 431.34 TO NODE 431.34 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< --------- ----------------------- MAINLINE Tc(MIN) = 28.01 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.480 io SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS �• LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.60 0.98 0.10 32 it SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 1.29 EFFECTIVE AREA(ACRES) = 16.50 AREA -AVERAGED Fm(INCH/HR) = 0.60 rr AREA -AVERAGED Fp(INCH/HR) = 0.68 AREA -AVERAGED Ap = 0.88 TOTAL AREA(ACRES) = 16.50 PEAK FLOW RATE(CFS) = 27.98 kiw FLOW PROCESS FROM NODE 431.34 TO NODE 431.35 IS CODE = 41 O1---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< No »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1636.40 DOWNSTREAM(FEET) = 1633.20 FLOW LENGTH(FEET) = 230.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 15.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 10.00 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 27.98 PIPE TRAVEL TIME(MIN.) = 0.38 Tc(MIN.) = 28.39 o"" LONGEST FLOWPATH FROM NODE 431.31 TO NODE 431.35 = 2260.00 FEET. �. FLOW PROCESS FROM NODE 431.35 TO NODE 431.35 IS CODE = 81 ---------------------------------------------------------------------------- 1r »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< AIS MAINLINE Tc(MIN) = 28.39 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.460 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) = 4.61 EFFECTIVE AREA(ACRES) = 19.10 AREA -AVERAGED Fm(INCH/HR) = 0.58 4R AREA -AVERAGED Fp(INCH/HR) = 0.70 AREA -AVERAGED Ap = 0.83 TOTAL AREA(ACRES) = 19.10 PEAK FLOW RATE(CFS) = 32.30 **************************************************************************** M 8 r FLOW PROCESS FROM NODE 431.35 TO NODE 431.35 IS CODE = 81 -- ---------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ------------------------------------------------------------- �„ MAINLINE Tc(MIN) = 28.39 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.460 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS err LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.30 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.64 e.• EFFECTIVE AREA(ACRES) = 19.40 AREA -AVERAGED Fm(INCH/HR) = 0.57 AREA -AVERAGED Fp(INCH/HR) = 0.70 AREA -AVERAGED Ap = 0.82 w TOTAL AREA(ACRES) = 19.40 PEAK FLOW RATE(CFS) = 32.94 FLOW PROCESS FROM NODE 432.15 TO NODE 432.15 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: �,. TIME OF CONCENTRATION(MIN.) = 28.39 RAINFALL INTENSITY(INCH/HR) = 2.46 AREA -AVERAGED Fm(INCH/HR) = 0.57 AREA -AVERAGED Fp(INCH/HR) = 0.70 AREA -AVERAGED Ap = 0.82 rr EFFECTIVE STREAM AREA(ACRES) = 19.40 TOTAL STREAM AREA(ACRES) = 19.40 PEAK FLOW RATE(CFS) AT CONFLUENCE = 32.94 FLOW PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ------------------------------------------------------------------- u. INITIAL SUBAREA FLOW-LENGTH(FEET) = 700.00 ow ELEVATION DATA: UPSTREAM(FEET) = 1673.00 DOWNSTREAM(FEET) = 1657.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.479 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.750 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) RESIDENTIAL "11+ DWELLINGS/ACRE" A 5.00 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20 SUBAREA RUNOFF(CFS) = 20.50 TOTAL AREA(ACRES) = 5.00 PEAK FLOW RATE(CFS) Ap SCS Tc (DECIMAL) CN (MIN.) 0.20 32 9.48 0.98 = 20.50 **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 31 go 4f qm---------------------------------------------------------------------------- iw »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »» >USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW) ««< to ELEVATION DATA: UPSTREAM(FEET) = 1651.00 DOWNSTREAM(FEET) = 1641.80 FLOW LENGTH(FEET) = 600.00 MANNING'S N = 0.013 an DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.54 No ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 20.50 PIPE TRAVEL TIME(MIN.) = 1.05 Tc(MIN.) = 10.53 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 11.00 = 1300.00 FEET. **************************************************************************** mm FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 81 40 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 10.53 rr * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.461 SUBAREA LOSS RATE DATA(AMC II): .. DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS jp. LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL .n "11+ DWELLINGS/ACRE" A 8.10 0.98 0.20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 r" SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20 SUBAREA AREA(ACRES) = 8.10 SUBAREA RUNOFF(CFS) = 31.10 EFFECTIVE AREA(ACRES) = 13.10 AREA -AVERAGED Fm(INCH/HR) = 0.20 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 13.10 PEAK FLOW RATE(CFS) = 50.29 **************************************************************************** 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) ««< sw s• ELEVATION DATA: UPSTREAM(FEET) = 1641.80 DOWNSTREAM(FEET) = 1641.10 FLOW LENGTH(FEET) = 115.00 MANNING'S N = 0.013 %w DEPTH OF FLOW IN 48.0 INCH PIPE IS 22.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 8.51 41 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 50.29 PIPE TRAVEL TIME(MIN.) = 0.23 Tc(MIN.) = 10.75 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 21.00 = 1415.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ----------------------------------- MAINLINE Tc(MIN) = 10.75 to * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.404 1w SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN E 17 w is SUBAREA A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 OR SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.94 ,w EFFECTIVE AREA(ACRES) = 13.60 AREA -AVERAGED Fm(INCH/HR) = 0.19 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.20 om TOTAL AREA(ACRES) = 13.60 PEAK FLOW RATE(CFS) = 51.57 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) ««< -------------------------------------------------------- AM ELEVATION DATA: UPSTREAM(FEET) = 1641.10 DOWNSTREAM(FEET) = 1640.20 Im FLOW LENGTH(FEET) = 155.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 23.5 INCHES r PIPE -FLOW VELOCITY(FEET/SEC.) = 8.42 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 wr PIPE-FLOW(CFS) = 51.57 PIPE TRAVEL TIME(MIN.) = 0.31 Tc(MIN.) = 11.06 w. LONGEST FLOWPATH FROM NODE 9.00 TO NODE 31.00 = 1570.00 FEET. ,., FLOW PROCESS FROM NODE 31.00 TO NODE 31.00 IS CODE = 81 ---------------------------------------------------------------------------- �"' »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.06 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.331 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.20 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 0.76 r.r EFFECTIVE AREA(ACRES) = 13.80 AREA -AVERAGED Fm(INCH/HR) = 0.19 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 13.80 PEAK FLOW RATE(CFS) = 51.57 %w NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE 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) = 1640.20 DOWNSTREAM(FEET) = 1638.80 FLOW LENGTH(FEET) = 225.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 23.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 8.64 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 51.57 PIPE TRAVEL TIME(MIN.) = 0.43 Tc(MIN.) = 11.49 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 41.00 = 1795.00 FEET. E FLOW PROCESS FROM NODE 41.00 TO NODE 41.00 IS CODE = 81 ---------------------------------------------------------------------------- ""' »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< Irr MAINLINE Tc(MIN) = 11.49 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.232 SUBAREA LOSS RATE DATA(AMC II): irr DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.50 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) = 1.50 SUBAREA RUNOFF(CFS) = 5.05 +.. EFFECTIVE AREA(ACRES) = 15.30 AREA -AVERAGED Fm(INCH/HR) = 0.22 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.22 ** TOTAL AREA(ACRES) = 15.30 PEAK FLOW RATE(CFS) = 55.25 r"**************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 51.00 IS CODE = 41 om---------------------------------------------------------------------------- mw »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1638.80 DOWNSTREAM(FEET) = 1636.30 r" FLOW LENGTH(FEET) = 220.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 20.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 10.99 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 55.25 PIPE TRAVEL TIME(MIN.) = 0.33 Tc(MIN.) = 11.83 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 51.00 = 2015.00 FEET. r **************************************************************************** *' FLOW PROCESS FROM NODE 51.00 TO NODE 51.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- w. MAINLINE Tc(MIN) = 11.83 %w * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.160 SUBAREA LOSS RATE DATA(AMC II): 40 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS 10 LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 ON SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.83 EFFECTIVE AREA(ACRES) = 15.80 AREA -AVERAGED Fm(INCH/HR) = 0.22 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.22 TOTAL AREA(ACRES) = 15.80 PEAK FLOW RATE(CFS) = 56.09 **************************************************************************** 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) ««< 9 77 ELEVATION DATA UPSTREAM(FEET) = 1636.30 DOWNSTREAM(FEET) = 1633.60 FLOW LENGTH(FEET) = 188.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 19.1 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.02 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 56.09 PIPE TRAVEL TIME(MIN.) = 0.26 Tc(MIN.) = 12.09 r• LONGEST FLOWPATH FROM NODE 9.00 TO NODE 61.00 = 2203.00 FEET. W. FLOW PROCESS FROM NODE 61.00 TO NODE 61.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< mw MAINLINE Tc(MIN) = 12.09 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.106 s. SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS V" LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL `M "5-7 DWELLINGS/ACRE" A 1.20 0.98 0.50 32 `r SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 3.91 EFFECTIVE AREA(ACRES) = 17.00 AREA -AVERAGED Fm(INCH/HR) = 0.23 • AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.24 TOTAL AREA(ACRES) = 17.00 PEAK FLOW RATE(CFS) = 59.23 **************************************************************************** FLOW PROCESS FROM NODE 61.00 TO NODE 432.15 IS CODE = 41 w.�---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< im »»>USING USER-SPECIFIED PIPESIIE (EXISTING ELEMENT) ««< op ELEVATION DATA: UPSTREAM(FEET) = 1633.60 DOWNSTREAM(FEET) = 1631.90 it FLOW LENGTH(FEET) = 110.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 19.3 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.53 an GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 an PIPE-FLOW(CFS) = 59.23 PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN.) = 12.23 QAC LONGEST FLOWPATH FROM NODE 9.00 TO NODE 432.15 = 2313.00 FEET. FLOW PROCESS FROM NODE 432.15 TO NODE 432.15 IS CODE400 = 1 ----------------------------------•------------------------------------------ »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM.VALUES««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 12.23 RAINFALL INTENSITY(INCH/HR) = 4.08 AREA -AVERAGED Fm(INCH/HR) = 0.23 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.24 an 1-1 im COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 85.58 Tc(MIN.) = 12.23 an EFFECTIVE AREA(ACRES) = 25.36 AREA -AVERAGED Fm(INCH/HR) = 0.35 low AREA -AVERAGED Fp(INCH/HR) = 0.80 AREA -AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 36.40 r•• LONGEST FLOWPATH FROM NODE 9.00 TO NODE 432.15 = 2313.00 FEET. FLOW PROCESS FROM NODE 432.15 TO NODE 71.00 IS CODE = 41 ". ---------------------------------------------------------------------------- wr »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1631.90 DOWNSTREAM(FEET) = 1629.00 FLOW LENGTH(FEET) = 184.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 23.6 INCHES M's PIPE -FLOW VELOCITY(FEET/SEC.) = 13.89 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 85.58 a PIPE TRAVEL TIME(MIN.) = 0.22 Tc(MIN.) = 12.46 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 71.00 = 2497.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 71.00 TO NODE 71.00 IS CODE = 81 ---------------- ----------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< om MAINLINE Tc(MIN) = 12.46 is * 100 YEAR RAINFALL INTENSITY(IN'CH/HR) = 4.033 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.77 EFFECTIVE AREA(ACRES) = 25.86 AREA -AVERAGED Fm(INCH/HR) = 0.34 AREA -AVERAGED Fp(INCH/HR) = 0.80 AREA -AVERAGED Ap = 0.42 8 EFFECTIVE STREAM AREA(ACRES) = 17.00 TOTAL STREAM AREA(ACRES) = 17.00 PEAK FLOW RATE(CFS) AT CONFLUENCE = 59.23 pm to ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE ,.. 1 32.94 28.39 2.460 0.70( 0.57) 0.82 19.4 431.31 r 2 59.23 12.23 4.076 0.97( 0.23) 0.24 17.0 9.00 ^' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER •r NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 85.58 12.23 4.076 0.80( 0.35) 0.43 25.4 9.00 �. 2 67.24 28.39 2.460 0.76( 0.42) 0.55 36.4 431.31 im COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 85.58 Tc(MIN.) = 12.23 an EFFECTIVE AREA(ACRES) = 25.36 AREA -AVERAGED Fm(INCH/HR) = 0.35 low AREA -AVERAGED Fp(INCH/HR) = 0.80 AREA -AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 36.40 r•• LONGEST FLOWPATH FROM NODE 9.00 TO NODE 432.15 = 2313.00 FEET. FLOW PROCESS FROM NODE 432.15 TO NODE 71.00 IS CODE = 41 ". ---------------------------------------------------------------------------- wr »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1631.90 DOWNSTREAM(FEET) = 1629.00 FLOW LENGTH(FEET) = 184.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 23.6 INCHES M's PIPE -FLOW VELOCITY(FEET/SEC.) = 13.89 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 85.58 a PIPE TRAVEL TIME(MIN.) = 0.22 Tc(MIN.) = 12.46 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 71.00 = 2497.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 71.00 TO NODE 71.00 IS CODE = 81 ---------------- ----------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< om MAINLINE Tc(MIN) = 12.46 is * 100 YEAR RAINFALL INTENSITY(IN'CH/HR) = 4.033 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.77 EFFECTIVE AREA(ACRES) = 25.86 AREA -AVERAGED Fm(INCH/HR) = 0.34 AREA -AVERAGED Fp(INCH/HR) = 0.80 AREA -AVERAGED Ap = 0.42 8 0 w TOTAL AREA(ACRES) = 36.90 PEAK FLOW RATE(CFS) = 85.91 **************************************************************************** "" FLOW PROCESS FROM NODE 71.00 TO NODE 71.00 IS CODE = 81 11r---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< A. MAINLINE Tc(MIN) = 12.46 w+ * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.033 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN rr RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.50 0.98 0.50 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 w. SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 1.50 SUBAREA RUNOFF(CFS) = 4.79 +� EFFECTIVE AREA(ACRES) = 27.36 AREA -AVERAGED Fm(INCH/HR) _ .0.35 AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 38.40 PEAK FLOW RATE(CFS) = 90.69 FLOW PROCESS FROM NODE 71.00 TO NODE 81.00 IS CODE = 41 ---------------------------------------------------------------------------- ,., >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1629.00 DOWNSTREAM(FEET) = 1622.90 FLOW LENGTH(FEET) = 270.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 22.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.12 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 90.69 PIPE TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 12.73 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 81.00 = 2767.00 FEET. FLOW PROCESS FROM NODE 81.00 TO NODE 81.00 IS CODE = 81 ---------------------------------------------------------------------------- »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 12.73 1A1 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.979 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.30 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 1.05 EFFECTIVE AREA(ACRES) = 27.66 AREA -AVERAGED Fm(INCH/HR) = 0.35 AREA -AVERAGED Fp(INCH/HR) = 0.82: AREA -AVERAGED Ap = 0.42 TOTAL AREA(ACRES) = 38.70 PEAK FLOW RATE(CFS) = 90.69 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 81.00 TO NODE 91.00 IS CODE = 41 t N op---------------------------------------------------------------------------- »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< irr ELEVATION DATA: UPSTREAM(FEET) = 1622.90 DOWNSTREAM(FEET) = 1617.50 FLOW LENGTH(FEET) = 170.00 MANNING'S N = 0.013 pm DEPTH OF FLOW IN 48.0 INCH PIPE IS 20.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 18.28 bw GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 90.69 mm PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN.) = 12.89 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 91.00 = 2937.00 FEET. **************************************************************************** o.. FLOW PROCESS FROM NODE 91.00 TO NODE 91.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< -- ------------------------------------- MAINLINE Tc(MIN) = 12.89 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.950 SUBAREA LOSS RATE DATA(AMC II): .� DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.80 0.98 0.10 32 1.. SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) = 2.77 EFFECTIVE AREA(ACRES) = 28.46 AREA -AVERAGED Fm(INCH/HR) = 0.34 AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 0.42 TOTAL AREA(ACRES) = 39.50 PEAK FLOW RATE(CFS) = 92.49 w. FLOW PROCESS FROM NODE 91.00 TO NODE 91.00 IS CODE = 81 ----------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 12.89 * 100 YEAR RAINFALL INTENSITY(INC:H/HR) = 3.950 SUBAREA LOSS RATE DATA(AMC II): A DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Iwo LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.20 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 0.69 EFFECTIVE AREA(ACRES) = 28.66 AREA -AVERAGED Fm(INCH/HR) = 0.34 !p AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 39.70 PEAK FLOW RATE(CFS) = 93.18 FLOW PROCESS FROM NODE 91.00 TO NODE 101:00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1617.50 DOWNSTREAM(FEET) = 1615.10 FLOW LENGTH(FEET) = 80.00 MANNING'S N = 0.013 A E h w DEPTH OF FLOW IN 48.0 INCH PIPE IS 20.6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 18.03 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 93.18 PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 12.96 LONGEST FLOWPATH FROM NODE 9.00 TO NODE 101.00 = 3017.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 101.00 IS CODE = 81 ---------------------------------------------------------------------------- "" »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- MAINLINE Tc(MIN) = 12.96 ,^ * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.937 SUBAREA LOSS RATE DATA(AMC II): �. DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN �^ COMMERCIAL A 0.20 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 0.69 EFFECTIVE AREA(ACRES) = 28.86 AREA -AVERAGED Fm(INCH/HR) = 0.34 AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 39.90 PEAK FLOW RATE(CFS) = 93.52 END OF STUDY SUMMARY: v TOTAL AREA(ACRES) = 39.90 TC(MIN.) = 12.96 EFFECTIVE AREA(ACRES) = 28.86 AREA -AVERAGED Fm(INCH/HR)= 0.34 "w AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 0.41 PEAK FLOW RATE(CFS) = 93.52 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER as NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 93.52 12.96 3.937 0.82( 0.34) 0.41 28.9 9.00 2 72.47 29.17 2.420 0.77( 0.40) 0.52 39.9 431.31 ow ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- oft END OF RATIONAL METHOD ANALYSIS low M l� r� a **************************************************************************** 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: 1r MADOLE & ASSOCIATES, INC. MM 10601 CHURCH STREET SUITE 107 No RANCHO CUCAMONGA CA 91730 909.948.1311 FAX.948.8464 ************************** DESCRIPTION OF STUDY ************************** 1rr * PARKSIDE LINE R IN TRACT 16868 * Q100 -YEAR HYDROLOGY STUDY �+ * JN 126-2023 wli PK100.dat ************************************************************************** frr FILE NAME: P:\126-2023\Drainage\PK100.DAT011❑❑❑❑11❑❑0❑0❑❑❑❑00011 .. TIME/DATE OF STUDY: 10:01 03/12/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- --*TIME-OF-CONCENTRATION MODEL* -- r USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 24.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *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) = 1.5700 ■" *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* 60 *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING OM WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR ON NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 10 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 N 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 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 209.00 TO NODE 211.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< d +!R -->>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 415.00 4" ELEVATION DATA: UPSTREAM(FEET) = 1643.90 DOWNSTREAM(FEET) = 1634.50 di Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 on SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.486 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.234 im SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc om LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) it PUBLIC PARK A 3.10 0.98 0.85 32 11.49 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 po SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85 SUBAREA RUNOFF(CFS) = 9.50 it TOTAL AREA(ACRES) = 3.10 PEAK FLOW RATE(CFS) = 9.50 FLOW PROCESS FROM NODE 211.00 TO NODE 221.00 IS CODE = 41 ----------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIIE (EXISTING ELEMENT) ««< to----------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1624.30 DOWNSTREAM(FEET) = 1623.00 w� FLOW LENGTH(FEET) = 57.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 8.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.14 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.50 irr PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 11.59 LONGEST FLOWPATH FROM NODE 209.00 TO NODE 221.00 = 472.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 221.00 TO NODE 221.00 IS CODE = 81 ---------------------------------------------------------------------------- "" »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< a. ------ --------------------- MAINLINE Tc(MIN) = 11.59 o. * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.211 SUBAREA LOSS RATE DATA(AMC II): wr DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN an COMMERCIAL A 0.60 0.98 0.10 32 im SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 on SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 2.22 EFFECTIVE AREA(ACRES) = 3.70 AREA -AVERAGED Fm(INCH/HR) = 0.71 IN AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.73 TOTAL AREA(ACRES) = 3.70 PEAK FLOW RATE(CFS) = 11.66 **************************************************************************** FLOW PROCESS FROM NODE 221.00 TO NODE 221.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.59 O * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.211 I!1# 0 **************************************************************************** FLOW PROCESS FROM NODE 231.00 TO NODE 231.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.73 SUBAREA LOSS RATE DATA(AMC II): * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.181 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS SUBAREA LOSS RATE DATA(AMC II): LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN r.. COMMERCIAL A 0.60 0.98 0.10 32 �r SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 LAND USE GROUP (ACRES) (INCH/HR) SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 �,. SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 2.22 0.10 32 EFFECTIVE AREA(ACRES) = 4.30 AREA -AVERAGED Fm(INCH/HR) = 0.62 0.98 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.64 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TOTAL AREA(ACRES) = 4.30 PEAK FLOW RATE(CFS) = 13.88 60 **************************************************************************** FLOW PROCESS FROM NODE 221.00 TO NODE 231.00 IS CODE = 41 pe ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< imp »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- go ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1623.00 DOWNSTREAM(FEET) = 1621.80 FLOW LENGTH(FEET) = 74.00 MANNING'S N = 0.013 1r DEPTH OF FLOW IN 30.0 INCH PIPE IS 10.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 8.83 w. GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 it PIPE-FLOW(CFS) = 13.88 PIPE TRAVEL TIME(MIN.) = 0.14 Tc(MIN.) = 11.73 OR LONGEST FLOWPATH FROM NODE 209.00 TO NODE 231.00 = 546.00 FEET. FLOW PROCESS FROM NODE 231.00 TO NODE 231.00 IS CODE = 81 ---------------------------------------------------------------------------- ib »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< pm MAINLINE Tc(MIN) = 11.73 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.181 i"" SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.70 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 ,s SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 2.57 EFFECTIVE AREA(ACRES) = 5.00 AREA -AVERAGED Fm(INCH/HR) = 0.55 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.56 TOTAL AREA(ACRES) = 5.00 PEAK FLOW RATE(CFS) = 16.33 **************************************************************************** FLOW PROCESS FROM NODE 231.00 TO NODE 231.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.73 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.181 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 OR i R SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.84 EFFECTIVE AREA(ACRES) = 5.50 AREA -AVERAGED Fm(INCH/HR) = 0.51 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.52 TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 18.17 go **************************************************************************** FLOW PROCESS FROM NODE 231.00 TO NODE 241.00 IS CODE = 41 ---------------------------------------------------------------------------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT) ««< go Ur ELEVATION DATA: UPSTREAM(FEET) = 1621.80 DOWNSTREAM(FEET) = 1607.00 FLOW LENGTH(FEET) = 326.00 MANNING'S N = 0.013 on DEPTH OF FLOW IN 30.0 INCH PIPE IS 9.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 13.80 hr GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 18.17 �* PIPE TRAVEL TIME(MIN.) = 0.39 Tc(MIN.) = 12.12 LONGEST FLOWPATH FROM NODE 209.00 TO NODE 241.00 = 872.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 241.00 TO NODE 241.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 12.12 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.098 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.40 0.98 0.10 32 �,. SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 rr SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.44 EFFECTIVE AREA(ACRES) = 5.90 AREA -AVERAGED Fm(INCH/HR) = 0.48 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.49 TOTAL AREA(ACRES) = 5.90 PEAK FLOW RATE(CFS) = 19.21 **************************************************************************** o. FLOW PROCESS FROM NODE 241.00 TO NODE 241.00 IS CODE = 81 +rr ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 12.12 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.098 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.30 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 1.08 EFFECTIVE AREA(ACRES) = 6.20 AREA -AVERAGED Fm(INCH/HR) = 0.46 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.47 TOTAL AREA(ACRES) = 6.20 PEAK FLOW RATE(CFS) = 20.29 END OF STUDY SUMMARY: 0 h om ow wo im ow Yr e E d TOTAL AREA(ACRES) = 6.20 TC(MIN.) = 12.12 EFFECTIVE AREA(ACRES) = 6.20 AREA—AVERAGED Fm(INCH/HR)= 0.46 AREA—AVERAGED Fp(INCH/HR) = 0.98 AREA—AVERAGED Ap = 0.47 PEAK FLOW RATE(CFS) = 20.29 ------------------- END OF RATIONAL METHOD ANALYSIS om ow wo im ow Yr e E d Li 0 0 pf, I � SECTION Q -CB � 0140 HYDROLOGY 1 CATCH BASIN &LATERALS 1 3E . f l C i t l t i [ 1 t i t l t t E 1 [ 1 +-+--------------------------------------------------------------------------------------------------------+-+ DESCRIPTION OF STUDY: I i I I ICON & PARKSIDE CATCH BASIN DRAINAGE STUDY I I I I Q100 -YEAR STUDY I I I I JN 126-2023 wli incb.dat I ) I I ----------------------------------------[SAN BERNARDINO COUNTY] ----------------------------------------- I I I I FILE NAME:INCB.DAT *ENGLISH UNITS* I CALCULATED BY: I I i f TIME/DATE OF STUDY: 7:31 4/11/2005 1 CHECKED BY: I I I 1100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 1 OF I I I I -----------------------------((c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I I I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.I Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS, I I I I POINT NUMBERISUBAREAI SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(cfs) I(ft)Ift/ftIFPS.I AND NOTES I I I I-------------I-------I------I---I-----1----I-----I----I----I-----I------I----I-----I----l---------------I I II-------------I-------I------I---1-----I----I-----i----I----I-----I------I----I-----I----I---------------I I I I I I I I I •• I I I I 1 1 9501.01791 •• IINITIAL SUBAREAI I 1 1 431.321 6.71 6.71 A (Open Brushl 18.213.2110.6710.6721 15.31 ---- I ----- I ---- I --------------- I I Ii------------- I ------- I ------ I ---I ----- I I-----I----I----I-----I------1 9501.01371 1.7lQest.= 21.6 1 1 C41 1 5.Oft-GUTTERI I I I I I I I I I I I XFALL= 0.002001 1 I I FLOW TO PT.III I 1 1 9.51 1 1 1 1 1 1 1 In=.0200 D= 0.221 1 1 1 431.331 7.61 14.301 A (Open Brushl 27.812.4910.6710.6721 23.41 ---- I ----- I ---- I --------------- I I I I ------------- I ------- I ------ I ---I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I A/til I - I I I I I •• I I I I I 13001.03771 •. IINITIAL SUBAREAI I Lop"rl l 316.001 0.31 0.31 A I Com I----1 5.716.4210.1010.0981 1.71 ---- I ----- I ---- I --------------- I I I I------------- I ------- I ------ I ---I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I /1 I I I I I I •• I I I I 1 1 3001.03771 .• IINITIAL SUBAREAI 1 (i 1 1 317.001 0.31 0.31 A I Com I----1 5.716.4210.1010.0981 1.71 ---- I ----- I ---- I --------------- I I 1 I-------------I-------I------ I ---I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I I I I I I I I .. I I I I 1 1 3751.01171 .. IINITIAL SUBAREAI I 1 1 711.001 0.71 0.71 A 16D/ACI ---- I 10.114.5610.4910.4881 2.61 ---- I ----- I ---- I --------------- I I I I ------------- I ------- I ------ I ---I ----- I I-----I----I----I-----I------1 5001.01701 3.2IQest.= 4.6 11 1 1 3.Oft-GUTTERI I I I I I I I I I I I XFALL= 0.020001 1 1 1 FLOW TO PT AI I 1 1 2.81 1 1 1 1 1 1 1 In=.0150 D= 0.261 1 I I 721.001 1.31 2.001 A 16D/ACI----1 12.913.9510.4910.4881 6.21 ---- I ----- I ---- I --------------- I I I I-------------I-------I------1---I-----I I-----I----I----I-----I------1 651.03381 4.7IQest.= 7.3 1 1 11 1 46.ft-STREETI I I I I I I I I I I ID=0.37;D*V= 1.71 1 .1 1 1 FLOW TO PT J I I 1 1 0.21 I 1 1 1 1 1 1 IFLOODWIDTH=12.11 I 1 1 325.001 0.61 2.601 A l Com I----1 13.113.9110.1010.3981 8.21 ---- I ----- I ---- I --------------- I I II-------------I-------I------1---I-----I----I-----I----I----I-----I------i----I-----I----l---------------I I I •• I I I I 1 1 3001.02371 .. IINITIAL SUBAREAI i 1 1 326.001 0.31 0.31 A I Com I----1 6.316.0710.1010.0981 1.61 ---- I ----- I ---- I --------------- I I II-------------I-------I------I---I-----I----I-----I----i----I-----I------I----I-----I----I---------------I I I •• I I I I 1 1 4601.00851 .. IINITIAL SUBAREAI I 1 1 17.001 0.51 0.51 A I Com I----1 9.214.8510.1010.0981 2.11 ---- I ----- I ---- I --------------- I I II-------------I-------I------I---I-----I----I-----I---- i ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I I I I I I i I •• I I I I 1 1 1501.00871 .. IINITIAL SUBAREAI I hph"l 1 27.001 0.21 0.21 A I Com I----1 5.816.3610.1010.0981 1.11 ---- I ----- I ---- I --------------- I I I i I I I I I I I I I I I I I I I I I I i I i I I I I I I I I I I I I I II--------------------------------------------------------------------------------------------------------I I I * I +-+--------------------------------------------------------------------------------------------------------+-+ t 1 r t ff. t all &I CA It I It I a F I i t t 1 t 1 t 1 t 1 ti fill 1-1 t l W i IA R I +-+--------------------------------------------------------------------------------------------------------+-+ I I I I I I I DESCRIPTION OF STUDY: I I ICON & PARKSIDE CATCH BASIN DRAINAGE STUDY I I I Q100 -YEAR STUDY 1 I I JN 126-2023 wli incb.dat I I 1 ----------------------------------------[SAN BERNARDINO COUNTY] ----------------------------------------- I I ( FILE NAME:INCB.DAT *ENGLISH UNITS* I CALCULATED BY: I I 1 TIME/DATE OF STUDY: 7:31 4/11/2005 I CHECKED BY: I 1 1100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 2 OF I I -----------------------------[(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.I Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I I POINT NUMBERISUBAREAI I------------- I ------- I ------ SUM ITYPEITYPEIMIN.1 I---I-----I----I-----I----I----I-----I------ MIN.1 (in/hr) I(Avg)I(cfs) I(ft)Ift/ftIFPS.1 AND NOTES I I I----I-----I----I---------------I I I------------- I ------- I ------ I I I I---I-----I----I-----I----I----I-----I------ I I I •• I I I I 1 I----I-----I----i---------------I I 1 6701.01041 .. IINITIAL SUBAREAI I 1 37.001 1.51 1.51 A 16D/ACI----1 13.113.9210.4910.488) 4.61 ---- I ----- I ---- I --------------- I I I------------- I ------- I ------ I I I I --- I ----- I ---- I I I I •• I ----- I ---- I ---- I ----- I ------ I I I 1 I ----I ----- I ---- I --------------- I I 1 4401.01361 .. IINITIAL SUBAREAI I 1 47.001 0.51 0.51 A I Com I----1 8.215.1910.1010.0981 2.31 ---- I ----- I ---- I --------------- I I I------------- I ------- I ------ I I I I --- I ----- I ---- I I I I •• I ----- I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I I 1 4001.01881 .. IINITIAL SUBAREAI I 1 57.001 1.21 1.21 A 16D/ACI----1 9.514.7510.4910.4881 4.61 ---- I ----- I ---- I --------------- I I I------------- I ------- I ------ I I I I --- I ----- I ---- I I I I •• I ----- I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I I 1 4501.01781 .. IINITIAL SUBAREAI I 1 67.001 0.51 0.51 A I Com 1----1 7.815.3210.1010.0981 2.41 ---- I ----- I ---- I --------------- I I I-------------I-------I------I---I-----I----I-----I----I----I----- I I I 1 I I •• I I ------ I I I 1 I ---- I ----- I ---- I --------------- I I 1 3601.01751 .. IINITIAL SUBAREAI I 1 68.001 1.51 1.51 A 16D/ACI----1 9.214.8410.4910.4881 5.91 ---- I ----- I ---- I --------------- I I I-------------I-------I------1---1-----I----I-----I----I----I-----I------I----I-----I----I---------------I I I I I I I •• I I I I 1 I 1 3001.02031 .. IINITIAL SUBAREAI I 1 77.001 0.31 0.31 A I Com I----1 6.515.9610.1010.0981 1.61 ---- I ----- I ---- I --------------- I I I-------------I-------I------ I I I I---I-----I----I-----i I I I •• I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I I 1 6001.02231 .. IINITIAL SUBAREAI I 1 87.001 0.81 0.81 A I Com I----1 8.415.1110.1010.0981 3.61 ---- I ----- I ---- I --------------- I I I-------------I-------i------i---I-----I----I----- I I I I I I •• I I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I I 1 1701.03351 .• IINITIAL SUBAREAI I 1 95.001 0.21 0.21 A I Com I----1 5.016.9710.1010.0981 1.21 ---- I ----- I ---- I --------------- I I I------------- I ------- I ------ I I I I --- i ----- I ---- I I I I •• I ----- I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I I 1 1301.02851 .. IINITIAL SUBAREA) I 1 97.001 0.21 0.21 A I Com I----1 5.016.9710.1010.0981 1.21 ---- I ----- I ---- I --------------- I I I-------------I-------I------ I I I I --- I ----- I ---- I I I I •• I ----- I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I I 1 5601.02041 .. IINITIAL SUBAREAI I 1 216.001 0.61 0.61 A I Com I----1 8.315.1410.1010.0981 2.71 ---- I ----- I ---- I --------------- I I I-------------I-------I------I---1-----I----I-----I----I----I-----I------I----I-----I----I---------------I I I I I I I •• I I I I 1 I 1 5001.01241 .. IINITIAL SUBAREAI I I 217.001 0.61 I I I I I I I--------------------------------------------------------------------------------------------------------I 0.61 A l Com I----1 I I I I I I I I 8.814.9710.1010.0981 I 1 I I I I I I 2.61 ---- I ----- I ---- I --------------- I I I I I I I I I I I I I I I * * I • I ------------------------------------------------------------------------+-+ X24 +-+-------------------------------------------- 1 DESCRIPTION OF STUDY: ICON & PARKSIDE CATCH BASIN DRAINAGE STUDY I Q100 -YEAR STUDY JN 126-2023 wli 1 ----------------------------------------[SAN I FILE NAME:INCB.DAT u-, I r 1 F" t t 1 f i incb.dat BERNARDINO COUNTY] ------------------------- *ENGLISH UNITS* I CALCULATED BY: f_ i [ I [_ l F i ---------------+-+ STUDY (AMC II LOSSES) I PAGE NUMBER 3 OF I I TIME/DATE OF STUDY: 7:31 4/11/2005 I CHECKED BY: I 1 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 3 OF I 1-----------------------------((c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I EYn I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I POINT NUMBERISUBAREAI I------------- I ------- I SUM ITYPEITYPEIMIN.1 ------►---I-----I----I-----i----I----I-----I------ MIN.1 (in/hr) f(Avg)l(cfs) I(ft)Ift/ftiFPS.I AND NOTES 1 I----I-----I----I---------------I I-------------I-------I------I---1-----I----I-----I----i----I-----I------I----I-----I----I---------------I I I I I I I •• I I 1 I I 1 7001.02231 .. IINITIAL SUBAREAI 1 226.001 0.71 0.71 A 1 Com I----1 8.914.9210.1010.0981 3.01 ---- I ----- I ---- I --------------- I i-------------I-------1------I---I-----I----I-----I----I----I-----I------I----I-----I----I---------------I I I I I I I •• I I I I 1 1 6001.00931 .. IINITIAL SUBAREAI 1 227.001 0.51 0.51 A I Com 1----1 10.014.6010.1010.0981 2.01 ---- I ----- I ---- I --------------- I i-------------I-------i------I---t-----I----I-----I----I----I----- I I I I I I •• I I ------ I ---- I ----- I ---- I --------------- I I I I 1 1 3501.02661 .. IINITIAL SUBAREAI I a236.001 0.41 0.41 A I Com I----1 6.515.9310.1010.0981 2.11 ---- I ----- I ---- I --------------- I i-------------I-------I------1---I-----1----I-----1----I----I-----I------I----I-----I----I---------------I I I I I I I •• i I I I 1 1 3501.02691 .. IINITIAL SUBAREAI 1 237.001 0.31 0.31 A I Com I----1 6.515.9410.1010.0981 1.61 ---- I ----- I ---- I --------------- I I------------- I ------- I 1 237.001 1 ------ I --- I 0.31 1 ------ --- ----- i ---- I 1----1 ----- ----I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 6.51 1 I 1 1.61 ---- I ----- 1 ---- (STREAM SUMMARY I ----- ---- I ---- ----- I ------ I ---- I ----- I ---- I --------------- I I------------- I ------- I I EFFECTIVE AREA = I I 0.30 Acres I I I TOTAL AREA = 0.30 Acres PEAK FLOW RATE = 1.58 cfs I TIME OF CONCENTRATION(MIN.)= I-------------I-------I------I---i-----1----I-----1----I----I-----I------I----I-----f----I---------------I I I I I I I I I I I I I i I i I I I I I i I I I I I I I I i I I I I I I I i I 1 I i I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I i I I I I I I I I i--------------------------------------------------------------------------------------------------------I 6.53 MEAN I I I i I I I I I I I I I I I I I I I I i I I I i I I I I I I i I I VALUES: Fp = 0.975 (in/hr); Ap = 0.100; Fm = 0.098 (in/hr)I I I I I I I I I I I I I I I I I I i I I I I I I I I i I I I I I i I I I I I I I I I I I I I I I I I I I I I I I 1 I i I i I I I I I I I I I I I i I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I 1 I I I I * +-+--------------------------------------------------------------------------------------------------------+-+ r an RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) y„ (c) Copyright 1983-2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 Analysis prepared by: on ************************** DESCRIPTION OF STUDY ************************** * ICON & PARKSIDE CATCH BASIN DRAINAGE STUDY * Q100 -YEAR STUDY JN 126-2023 wli incb.dat ************************************************************************** Br GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) OR *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 431.31 TO NODE 431.32 IS CODE = 21 ------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< r FILE NAME: INCB.DAT P• TIME/DATE OF STUDY: 07:30 04/11/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 24.00 1., SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* OM SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 km USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5700 "" *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* Irr *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING OM WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1�A 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) OR *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 431.31 TO NODE 431.32 IS CODE = 21 ------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< r �xmwh<.-w,•nwew�iarxw«w., - .....�.+�...s,.aw nw...w�-.s,..N............«<..,., k:.y»..,«..w-..«.v:.�-..-, ....b<.,.......,,.....,.....:.,.„.r.,,,.....,e...w+.U..A-.Hr/-.�..,; - xw.+a......... .............swa «w»..... .., -. ... w r- an >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< --------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 950.00 �. ELEVATION DATA: UPSTREAM(FEET) = 1682.00 DOWNSTREAM(FEET) = 1665.00 irr Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20 �. SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 18.227 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.209 "" SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc Ap" LAND LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) r NATURAL POOR COVER "OPEN BRUSH" A 6.70 0.67 1.00 62 18.23 am SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 am SUBAREA RUNOFF(CFS) = 15.30 TOTAL AREA(ACRES) = 6.70 PEAK FLOW RATE(CFS) = 15.30 AM **************************************************************************** fAw FLOW PROCESS FROM NODE 431.32 TO NODE 431.33 IS CODE = 91 ---------------------------------------------------------------------------- Im »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 1665.00 �. DOWNSTREAM NODE ELEVATION(FEET) = 1652.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 950.00 "V" GUTTER WIDTH(FEET) = 5.00 GUTTER HIKE(FEET) = 0.050 PAVEMENT LIP(FEET) = 0.010 MANNING'S N = .0200 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.00200 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.493 w. SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL POOR COVER "OPEN BRUSH" A 7.60 0.67 1.00 62 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 �.• TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 21.56 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.66 ow AVERAGE FLOW DEPTH(FEET) = 0.22 FLOOD WIDTH(FEET) = 160.14 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 9.54 Tc(MIN.) = 27.76 SUBAREA AREA(ACRES) = 7.60 SUBAREA RUNOFF(CFS) = 12.45 EFFECTIVE AREA(ACRES) = 14.30 AREA -AVERAGED Fm(INCH/HR) = 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 14.30 PEAK FLOW RATE(CFS) = 23.44 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.22 FLOOD WIDTH(FEET) = 165.64 uw FLOW VELOCITY(FEET/SEC.) = 1.69 DEPTH*VELOCITY(FT*FT/SEC) = 0.37 LONGEST FLOWPATH FROM NODE 431.31 TO NODE 431.33 = 1900.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 316.00 TO NODE 316.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 0 r **************************************************************************** FLOW PROCESS FROM NODE 709.00 TO NODE 711.00 IS CODE = 21 ---------------------------------------------------------------------------- rre »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 375.00 ELEVATION DATA: UPSTREAM(FEET) = 1656.50 DOWNSTREAM(FEET) = 1652.10 a Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 16 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.132 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.564 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 0.70 0.98 0.50 32 10.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 2.57 d INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 ELEVATION DATA: UPSTREAM(FEET) = 59.00 DOWNSTREAM(FEET) = 47.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.735 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.422 �.. 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.) COMMERCIAL A 0.30 0.98 0.10 32 5.73 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.71 s TOTAL AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) = 1.71 i. **************************************************************************** ow FLOW PROCESS FROM NODE 317.00 TO NODE 317.00 IS CODE = 21 r.. ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< mm 60 INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 ELEVATION DATA: UPSTREAM(FEET) = 59.00 DOWNSTREAM(FEET) = 47.70 .. Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 r" SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.735 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.422 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ow LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.30 0.98 0.10 32 5.73 om SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 r"" SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.71 "' TOTAL AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) = 1.71 r **************************************************************************** FLOW PROCESS FROM NODE 709.00 TO NODE 711.00 IS CODE = 21 ---------------------------------------------------------------------------- rre »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 375.00 ELEVATION DATA: UPSTREAM(FEET) = 1656.50 DOWNSTREAM(FEET) = 1652.10 a Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 16 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.132 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.564 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 0.70 0.98 0.50 32 10.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 2.57 d R op op TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = s **************************************************************************** w. FLOW PROCESS FROM NODE 711.00 TO NODE 721.00 IS CODE = 91 --------------------------------------------- ------------------------------- »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< ---------------------------------------------------------------------------- UPSTREAM NODE ELEVATION(FEET) = 1652.10 DOWNSTREAM NODE ELEVATION(FEET) = 1643.60 CHANNEL LENGTH THRU SUBAREA(FEET) = 500.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.110 PAVEMENT LIP(FEET) = 0.010 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.30 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.949 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS * LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN %W RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.30 0.98 0.50 32 on SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 ism TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.59 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 3.01 On AVERAGE FLOW DEPTH(FEET) = 0.26 FLOOD WIDTH(FEET) = 16.57 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 2.77 Tc(MIN.) = 12.90 low SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 4.05 EFFECTIVE AREA(ACRES) = 2.00 AREA -AVERAGED Fm(INCH/HR) = 0.49 pm AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 it TOTAL AREA(ACRES) = 2.00 PEAK FLOW RATE(CFS) = 6.23 a. END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.28 FLOOD WIDTH(FEET) = 18.96 FLOW VELOCITY(FEET/SEC.) = 3.20 DEPTH*VELOCITY(FT*FT/SEC) = 0.89 LONGEST FLOWPATH FROM NODE 709.00 TO NODE 721.00 = 875.00 FEET. �r. **************************************************************************** r.r FLOW PROCESS FROM NODE 721.00 TO NODE 325.00 IS CODE = 61 ---------------------------------------------------------------------------- ... »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< w »»>(STANDARD CURB SECTION USED) ««< UPSTREAM ELEVATION(FEET) = 1643.60 DOWNSTREAM ELEVATION(FEET) = 1641.40 STREET LENGTH(FEET) = 65.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 23.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 W 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) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.26 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: m STREET FLOW DEPTH(FEET) = 0.37 it HALFSTREET FLOOD WIDTH(FEET) = 12.08 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.60 o. PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.69 no STREET FLOW TRAVEL TIME(MIN.) = 0.24 Tc(MIN.) = 13.13 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.906 p. SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS l"" LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.60 0.98 0.10 32 im SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 rr, SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 2.06 On EFFECTIVE AREA(ACRES) = 2.60 AREA -AVERAGED Fm(INCH/HR) = 0.40 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.41 Yr TOTAL AREA(ACRES) = 2.60 PEAK FLOW RATE(CFS) = 8.21 *" END OF SUBAREA STREET FLOW HYDRAULICS: aw DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.73 FLOW VELOCITY(FEET/SEC.) = 4.72 DEPTH*VELOCITY(FT*FT/SEC.) = 1.80 LONGEST FLOWPATH FROM NODE 709.00 TO NODE 325.00 = 940.00 FEET. go FLOW PROCESS FROM NODE 326.00 TO NODE 326.00 IS CODE = 21 ---------------------------------------------------------------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ow INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 an ELEVATION DATA: UPSTREAM(FEET) = 47.70 DOWNSTREAM(FEET) = 40.60 am Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.294 rr * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.074 SUBAREA Tc AND LOSS RATE DATA(AMC II): mm DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) ar COMMERCIAL A 0.30 0.98 0.10 32 6.29 .. SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 rr SUBAREA RUNOFF(CFS) = 1.61 TOTAL AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) = 1.61 e•� **************************************************************************** FLOW PROCESS FROM NODE 809.00 TO NODE 17.00 IS CODE = 21 ---------------------------------------------------------------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 460.00 ELEVATION DATA: UPSTREAM(FEET) = 57.20 DOWNSTREAM(FEET) = 53.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.169 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.846 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc d ., .-......>4..._,.. ,. .. .. d ..,«.....,mwv«�.,.<._... - _. ,.,...,,,o -.....a- .....+.... .-.,- ,. - ............o-a...+n«a......-+..�»..».,..r...� .--i«,.,. -�... ..r+.... ., «.... ,..,.. ... ... _ .... .wwswr+r+*-.....-.... ow sm LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) No COMMERCIAL A 0.50 0.98 0.10 32 9.17 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 ON SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 it SUBAREA RUNOFF(CFS) = 2.14 TOTAL AREA(ACRES) = 0.50 PEAK FLOW RATE(CFS) = 2.14 e.. **************************************************************************** l"" FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 21 mm ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< rr INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 on ELEVATION DATA: UPSTREAM(FEET) = 53.80 DOWNSTREAM(FEET) = 52.50 ow Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 sm SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.831 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.358 ow 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.) h. COMMERCIAL A 0.20 0.98 0.10 32 5.83 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 �.• SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.13 TOTAL AREA(ACRES) = 0.20 PEAK FLOW RATE(CFS) = 1.13 FLOW PROCESS FROM NODE 839.00 TO NODE 37.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< �,,,. >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 670.00 ELEVATION DATA: UPSTREAM(FEET) = 57.20 DOWNSTREAM(FEET) = 50.20 +r Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 13.079 ... * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.916 err 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 1.50 0.98 0.50 32 13.08 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 4.63 TOTAL AREA(ACRES) = 1.50 PEAK FLOW RATE(CFS) = 4.63 FLOW PROCESS FROM NODE 47.00 TO NODE 47.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 440.00 8 w 4" ELEVATION DATA: UPSTREAM(FEET) = 52.50 DOWNSTREAM(FEET) = 46.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 ON SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.191 as * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.186 SUBAREA Tc AND LOSS RATE DATA(AMC II): on DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) rr COMMERCIAL A 0.50 0.98 0.10 32 8.19 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 om SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.29 to TOTAL AREA(ACRES) = 0.50 PEAK FLOW RATE(CFS) = 2.29 **************************************************************************** + FLOW PROCESS FROM NODE 57.00 TO NODE 57.00 IS CODE = 21 �^ ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ior INITIAL SUBAREA FLOW-LENGTH(FEET) = 400.00 no ELEVATION DATA: UPSTREAM(FEET) = 50.20 DOWNSTREAM(FEET) = 42.70 to Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 On SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.466 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.754 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 1.20 0.98 0.50 32 9.47 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 or SUBAREA RUNOFF(CFS) = 4.61 TOTAL AREA(ACRES) = 1.20 PEAK FLOW RATE(CFS) = 4.61 **************************************************************************** 1r FLOW PROCESS FROM NODE 67.00 TO NODE 67.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< rM >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 40 INITIAL SUBAREA FLOW-LENGTH(FEET) = 450.00 do ELEVATION DATA: UPSTREAM(FEET) = 46.50 DOWNSTREAM(FEET) = 38.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.838 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.325 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) COMMERCIAL A 0.50 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.35 TOTAL AREA(ACRES) = 0.50 PEAK FLOW RATE(CFS) _ d 8 Ap SCS Tc (DECIMAL) CN (MIN.) 0.10 32 7.84 2.35 R a� FLOW PROCESS FROM NODE 68.00 TO NODE 68.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< us >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< on INITIAL SUBAREA FLOW-LENGTH(FEET) = 360.00 ELEVATION DATA: UPSTREAM(FEET) = 45.30 DOWNSTREAM(FEET) = 39.00 to Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 am SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.202 ;r * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.836 SUBAREA Tc AND LOSS RATE DATA(AMC II): ,,,s DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) too RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.50 0.98 0.50 32 9.20 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 %w SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) = 5.87 TOTAL AREA(ACRES) = 1.50 PEAK FLOW RATE(CFS) = 5.87 �.. in, **************************************************************************** FLOW PROCESS FROM NODE 77.00 TO NODE 77.00 IS CODE = 21 pm---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< im >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< .. INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 r,. ELEVATION DATA: UPSTREAM(FEET) = 38.50 DOWNSTREAM(FEET) = 32.40 ... Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.488 l'" * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.964 SUBAREA Tc AND LOSS RATE DATA(AMC II): an DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc r LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.30 0.98 0.10 32 6.49 am SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 aw SUBAREA RUNOFF(CFS) = 1.58 TOTAL AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) = 1.58 qw do FLOW PROCESS FROM NODE 87.00 TO NODE 87.00 IS CODE = 21 OR ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< 40 >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< in INITIAL SUBAREA FLOW-LENGTH(FEET) = 600.00 ELEVATION DATA: UPSTREAM(FEET) = 40.60 DOWNSTREAM(FEET) = 27.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.401 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.107 SUBAREA Tc AND LOSS RATE DATA(AMC II): ,p DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ow do h LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) to COMMERCIAL A 0.80 0.98 0.10 32 8.40 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 w. SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 an SUBAREA RUNOFF(CFS) = 3.61 TOTAL AREA(ACRES) = 0.80 PEAK FLOW RATE(CFS) = 3.61 **************************************************************************** FLOW PROCESS FROM NODE 95.00 TO NODE 95.00 IS CODE = 21 "� ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< rr >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 170.00 ELEVATION DATA: UPSTREAM(FEET) = 32.40 DOWNSTREAM(FEET) = 26.70 11r Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.973 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.) r COMMERCIAL A 0.20 0.98 0.10 32 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 +•+ SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.24 TOTAL AREA(ACRES) = 0.20 PEAK FLOW RATE(CFS) = 1.24 bw FLOW PROCESS FROM NODE 97.00 TO NODE 97.00 IS CODE = 21 ---------------------------------------------------------------------------- ,.. »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 130.00 ELEVATION DATA: UPSTREAM(FEET) = 27.20 DOWNSTREAM(FEET) = 23.50 Mo Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 o" SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.973 r 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.) COMMERCIAL A 0.20 0.98 0.10 32 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.24 TOTAL AREA(ACRES) = 0.20 PEAK FLOW RATE(CFS) = 1.24 40 **************************************************************************** FLOW PROCESS FROM NODE 216.00 TO NODE 216.00 IS CODE, = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 560.00 ELEVATION DATA: UPSTREAM(FEET) = 43.90 DOWNSTREAM(FEET) = 32.50 e a Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.325 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.135 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ®A LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.60 0.98 0.10 32 8.33 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.72 r TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) = 2.72 sw **************************************************************************** FLOW PROCESS FROM NODE 217.00 TO NODE 217.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< it INITIAL SUBAREA FLOW-LENGTH(FEET) = 500.00 ELEVATION DATA: UPSTREAM(FEET) = 37.70 DOWNSTREAM(FEET) = 31.50 rr► Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.786 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.972 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.) COMMERCIAL A 0.60 0.98 0.10 32 8.79 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 ,.. SUBAREA RUNOFF(CFS) = 2.63 TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) = 2.63 mw **************************************************************************** om FLOW PROCESS FROM NODE 226.00 TO NODE 226.00 IS CODE = 21 iew »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ^, >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< �+ INITIAL SUBAREA FLOW-LENGTH(FEET) = 700.00 ELEVATION DATA: UPSTREAM(FEET) = 46.00 DOWNSTREAM(FEET) = 30.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.939 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.920 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.) COMMERCIAL A 0.70 0.98 0.10 32 8.94 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 3.04 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 3.04 **************************************************************************** ON FLOW PROCESS FROM NODE 227.00 TO NODE 227.00 IS CODE = 21 w ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 600.00 ELEVATION DATA: UPSTREAM(FEET) = 36.00 DOWNSTREAM(FEET) = 30.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.003 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.600 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.) COMMERCIAL A 0.50 0.98 0.10 32 10.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 r' SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.03 TOTAL AREA(ACRES) = 0.50 PEAK FLOW RATE(CFS) = 2.03 it **************************************************************************** FLOW PROCESS FROM NODE 236.00 TO NODE 236.00 IS CODE = 21 om ---------------------------------------------------------------------------- r. »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 350.00 rr ELEVATION DATA: UPSTREAM(FEET) = 30.40 DOWNSTREAM(FEET) = 21.10 MR Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 Yw SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.541 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.935 a, SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc imo LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.40 0.98 0.10 32 6.54 am SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 low SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.10 om TOTAL AREA(ACRES) = 0.40 PEAK FLOW RATE(CFS) = 2.10 FLOW PROCESS FROM NODE 237.00 TO NODE 237.00 IS CODE = 21 ---------------------------------------------------------------------------- to »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< om ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 350.00 ELEVATION DATA: UPSTREAM(FEET) = 30.40 DOWNSTREAM(FEET) = 21.00 A�1 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.527 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.943 SUBAREA Tc AND LOSS RATE DATA(AMC II): op DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.30 0.98 0.10 32 6.53 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 ow SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 it SUBAREA RUNOFF(CFS) = 1.58 TOTAL AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) = 1.58 sw END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.30 TC(MIN.) = 6.53 OW EFFECTIVE AREA(ACRES) = 0.30 AREA—AVERAGED Fm(INCH/HR)= 0.10 AREA—AVERAGED Fp(INCH/HR) = 0.98 AREA—AVERAGED Ap = 0.10 6' PEAK FLOW RATE(CFS) = 1.58 END OF RATIONAL METHOD ANALYSIS r r^ r oon ow an bw am im On 60 ON Yn om Yr rrr W go AIA 4" 11� STREET FLOW & SECTION D .SIN SIZING »»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) = 2.10 -4- BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.24 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 5.79 d »»STREETFLOW MODEL INPUT INFORMATION«« �iQ ID CONSTANT STREET GRADE(FEET/FEET) = 0.005300 r.• CONSTANT STREET FLOW(CFS) = 1.10 "I'¢' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0. 15000 �* CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 .. OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 r.+ CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 �^ CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: v STREET FLOW DEPTH(FEET) = 0.27 +0— HALFSTREET FLOOD WIDTH(FEET) = 8.18 om AVERAGE FLOW VELOCTTY(FEET/SEC.) = 1.42 PRODUCT OF DEPTH&VELOCITY = 0.39 ro mm No r WN go w" ism on �i F »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« L/nAr�1 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1.10 GUTTER FLOWDEPTH(FEET) = 0.27 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.43 0.15 0.50 0.17 1.00 0.34 1.50 0.50 2.00 0.63 2.50 0.76 3.00 0.86 3.50 0.95 4.00 1.04 _ k 4.35 1.10 �4 ` tl w e•• »»STREETFLOW MODEL INPUT INFORMATION«« pa — CONSTANT STREET GRADE(FEET/FEET) = 0.012000 r}(� CONSTANT STREET FLOW(CFS) = 4.60 c AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 �,.CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 ,,. CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS bw STREET FLOW MODEL RESULTS: am i,,,,, STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 12.40 ,,.. AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.80 PRODUCT OF DEPTH&VELOCITY = 1.00 ow ow it iw r• pm r a M On taw om aw ,.ft fAw pw 66 PM w PM to PM r. RM v OM raw 111 »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 4.60 GUTTER FLOWDEPTH(FEET) = 0.36 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.34 0.67 1.50 0.74 2.00 0.98 2.50 1.21 3.00 1.44 3.50 1.67 4.00 1.89 4.50 2.11 5.00 2.31 5.50 2.49 6.00 2.66 6.50 2.84 7.00 3.01 7.50 3.17 8.00 3.34 8.50 3.47 9.00 3.60 9.50 3.73 W 10.00 3.85 10.50 3.96 11.00 4.08 11.50 4.19 12.00 4.30 12.50 4.41 13.00 4.51 13.43 4.60 L K` C-ee Cel :FZO w i %( �""� to E an tirr »»STREETFLOW MODEL INPUT INFORMATION«« on CONSTANT STREET GRADE(FEET/FEET) = 0.020000 bw CONSTANT STREET FLOW(CFS) = 2.30 " AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 w CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 ,. CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS w. STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.29 HALFSTREET FLOOD WIDTH(FEET) = 8.18 AVERAGE FLOW VELOCTTY(FEET/SEC.) = 2.93 PRODUCT OF DEPTH&VELOCITY = 0.85 aw pm aw pm Yr erg ism pa mw ow ww op ib 9 i1w A 6w ****w*****w*w***w****w*******www****w****w**********w*w*ww*ww**w*w*w**ww*ww* »»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) = 2.30 GUTTER FLOWDEPTH(FEET) = 0.29 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.84 0.32 1.00 0.38 1.50 0.56 2.00 0.73 2.50 0.91 3.00 1.08 3.50 1.22 4.00 1.36 4.50 1.50 5.00 1.63 5.50 1.74 6.00 1.84 6.50 1.94 7.00 2.03 7.50 2.13 8.00 2.22 �' (� ` IL 8.43 2.30 v A »»STREETFLOW MODEL INPUT INFORMATION«« A 0 CONSTANT STREET GRADE(FEET/FEET) = 0.018000 Q CONSTANT STREET FLOW(CFa= 5.40 4 6 AVERAGE STREETTLOW FRICTION FACTOR(MANNING) = 0.015000 .. CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 tt i' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000�� pa CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 a CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS itr STREET FLOW MODEL RESULTS: s. STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 12.40 ,.. AVERAGE FLOW VELOCTTY(FEET/SEC.) = 3.29 PRODUCT OF DEPTH&VELOCITY = 1.18 irr qm IN **************************************************************************** »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« ____---___-_ 7 Pw Curb Inlet Capacities are approximated based on the Bureau of ffim Public Roads nomograph plots for flowby basins and sump basins. im STREETFLOW(CFS) = 5.40 *' GUTTER FLO = 6 r., BASIN LOCAL DEPRESSION(FEET) = 0.33 OM ------ ----__--------- FLOWBY BASIN ANALYSIS RESULTS: it BASIN WIDTH FLOW INTERCEPTION "' 1.58 0.78 2.00 0.98 to 2.50 1.22 3.00 1.45 PR 3.50 1.68 60 4.00 1.91 4.50 2.14 ■" 5.00 2.36 5.50 2.57 it 6.00 2.76 6.50 2.94 7.00 3.11 aw 7.50 3.29 8.00 3.46 *" 8.50 3.63 9.00 3.79 ar 9.50 3.95 10.00 4.08 ON 10.50 4.21 aw 11.00 4.34 11.50 4.46 *m 12.00 4.58 12.50 4.69 ow 13.00 4.81 13.50 4.92 MR 14.00 5.03 im 14.50 5.14 15.00 5.24 15.50 5.35 ` D� 15.76 5.40 l E 0 rA b »»STREETFLOW MODEL INPUT INFORMATION«« CONSTANT STREET GRADE(FEET/FEET) = 0.016000 rw CONSTANT STREET FLOW(CFSI —=-I& 0-0 a AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 *" CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 R• OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 iw CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 .• CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS %w e� STREET FLOW MODEL RESULTS: +r.. STREET FLOW DEPTH(FEET) = 0.29 HALFSTREET FLOOD WIDTH(FEET) = 8.88 �.+ AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.68 w PRODUCT OF DEPTH&VELOCITY = 0.77 .^ moo on +frr w a SII d F 8 **************************************************************************** »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« Curb Inlet PP are Capacities approximated based on the Bureau of P Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS)+'- GUTTER FLOWDEPTH(FEET) = 0.29 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.88 0.33 1.00 0.38 1.50 0.56 2.00 0.73 2.50 0.91 3.00 1.08 3.50 1.23 4.00 1.37 4.50 1.51 5.00 1.64 5.50 1.76 6.00 1.87 6.50 1.97 7.00 2.06 7.50 2.16 8.00 2.25 8.50 2.35 8.80 2.40 l/� t r7 »»STREETFLOW MODEL INPUT INFORMATION«« om CONSTANT STREET GRADE(FEET/FEET) = 0.034000 w. CONSTANT STREET FLOW(CFS) = 1.60 .:61 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = R15000 �^ CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 +� CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 r FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: Ib ---STREET FLOW DEPTH(FEET) =Z10.23_ HALFSTREET FLOOD WIDTH(FEET) = 6.07 �.* AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.38 PRODUCT OF DEPTH&VELOCITY = 0.78 Yr on r pa rrr .ft 6w Ir. oft in M »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« �.- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1.60 GUTTER FLOWDEPTH(FEE )0.23 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.75 0.21 1.00 0.28 1.50 0.42 2.00 0.55 2.50 0.69 3.00 0.81 3.50 0.92 4.00 1.02 4.50 1.13 5.00 1.21 5.50 1.29 6.00 1.37 6.50 1.45 7.00 1.53 7.49 1.60 W t C R »»STREETFLOW MODEL INPUT INFORMATION«« CONSTANT STREET GRADE(FEET/FEET) = 0.034000 n„ CONSTANT STREET FLOW(CFS) = 3.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0. 15000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 ,,.. CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: soft sort STREET FLOW DEPTH(FEET) = 0.30 HALFSTREET FLOOD WID7 ((FEET) = 8.88 AVERAGE FLOW VELOCTTY(FEET/SEC.) = 3.98 PRODUCT OF DEPTH&VELOCITY = 1.20 V low P* 60 oft hr r No ow ff�r �w r� 40 iiw IAAI t �r Yr w• rr. Mfr WAN am PM IMP oft W n frr A. Yr Itr Ili »»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) = 3.60 GUTTER FLOWDEPTH(FEET) = 0.30 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: l•� BASIN WIDTH FLOW INTERCEPTION 1.27 0.50 1.50 0.59 2.00 0.77 2.50 0.96 3.00 1.14 3.50 1.33 4.00 1.51 4.50 1.69 5.00 1.84 5.50 1.98 6.00 2.13 6.50 2.27 7.00 2.40 7.50 2.54 8.00 2.66 8.50 2.76 9.00 2.87 9.50 2.97 10.00 3.07 10.50 3.17 11.00 3.27 11.50 3.37 12.00 3.46 / 12.50 3.56 12.73 3.60 1--� 0 **************************************************************************** »»STREETFLOW MODEL INPUT INFORMATION«« ---------------- ------------- --------------- CONSTANT STREET GRADE(FEET/FEET) = 0.0 4000 wr CONSTANT STREET FLOW(CFSj= 1.20 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ^^ CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 24.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 i" INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 .. CONSTANT SymMETRICAL CURB HEIGHT(FEET) = 0.50 r.. CONSTANT SYMMETRICAL GUER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 .. CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS rr. STREET FLOW MODEL RESULTS: v STREET FLOW DEPTH(FEET) = 0.22 "'4'—" HALFSTREET FLOOD WIDTH(FEET) = 5.37 ow AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.05 PRODUCT OF DEPTH&VELOCITY = 0.66 fto pm to I. v pa W !m VAN di al ss•sss****s*s*s**.•s********s*****s***ss**s•*�•*«*s***«*sss**s*•s**s«***ss** »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« /0 M. _________ w�----------------_-- Ci Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. � STREETFLOW(CFS) = 1.20 �— GUTTER FLOWDEPTH(FEET) = 0.22 irr BASIN LOCAL DEPRESSION(FEET) = 0.33 P" Mw .. t- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.59 0.16 1.00 0.27 1.50 0.39 2.00 0.52 2.50 0.63 3.00 0.73 3.50 0.83 4.00 0.92 4.50 0.99 5.00 1.07 5.50 1.14OK W "" `' 5.89 1.20 a SUMP TYPE BASIN INPUT INFORMATION«« 1rr Curb Inlet Capacities are approximated based on the Bureau of w. Public Roads nomograph plots for flowby basins and sump basins. PM BASIN INFLOW(CFS) = 1.20 BASIN OPENING(FEET) = 0.83 No DEPTH OF WATER(FEET) = 0.33 pa »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 2.05 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) = 1.70 GUTTER FLOWDEPTH(FEET) = 0.25 q - BASIN LOCAL DEPRESSION(FEET) = 0.33 -------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.73 0.23 1.00 0.31 1.50 0.46 2.00 0.61 2.50 0.76 3.00 0.89 3.50 1.00 4.00 1.12 4.50 1.23 5.00 1.32 5.50 1.40 6.00 6.50 1.49 1.57 Z 7.00 1.65 7.29 1.70 -4 d M »»STREETFLOW MODEL INPUT INFORMATION«« CONSTANT STREET GRADE(FEET/FEET) = 0.020000 CONSTANT STREET FL OW(CFSI = 1.70--� S AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 ,.. CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 6� D� �"" INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 kw CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS bw STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.25law HALFSTREET FLOOD WIDTH(FEET) = 6.99 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.86 a,,,,, PRODUCT OF DEPTH&VELOCITY = 0.72 M MADOLE AND ASSOCIATES, INC. JOB fxt�21<-41 /ZIP - WZ3: 760-A S. ROCHESTER SHEET NO. OF — 45. ONTARIO, CA. 91761 CALCULATED BY WQ DATE (tt PHONE (909) 937-9151 CHECKED BY DATE SCALE 6w.. .......... . ...------ . ..... .... .1.. . .... .... . ...... .... ..... .............. ..... .. .... . ... . . ......... ....... .... . .. . . .. ........... .... . ...... ......... . ...... ... ........ .... . . .... .. .... . ...... . F7 ............. . . . . .... .... ...... ........... . .... ... .... . ...... . ........ .... . .... ... - .......... . .... ...... - Amt 4.02 j--c- F . . .... .... . -FLO,-o (1-AA-44 . ....... ...... ......... . . .. ... ... ... . . ..... . .......... ... . . . .... . . .. ..... .. .. . ... . .... ..... ............. ...... . .... .... . ... . ... . . . ............. .. ........ . .. . . . ....... . ........... .......... ...... . ..... . ...... .. .. . ...... . .. . .. .. ... ...... ..... . ........ ...... .. . ....... ........ ... .. . . . ......... . .. .. .... ......... .. ............... ... ....... . ......... ......... .. . ... .. ... . .. .... . ..... ... ..... .. . . . . .... . .... .......... .. . ........... - ............ . . . . . ............... . . .... PM . ......... . . .......... - . .... ... .... ... - . . .... . ..... . .. ...... . ...... . L....... . ... . ........... . . .............. ........ . ............ . ...... ... .. . . . . ....... ........... .. .. .. - .......... ....... ... .. .. .. .... . .. . . . . ........... ....... .... . .. ........ . . .. .... - - ------ - . ...... ... . .... ...... . ....... . .... ... ............ . . ......... --' ... ..... . ...... ---- ----- 7- ... ....... .......... . .... ........ . . . . . ............ ............. .. . . . ....... . ..... . ..... . . ....... . ........ . ......... . . .. . .... ...... ....... — — .. . ....... . . ..... ... .... . .... ........... . a ........... . .... . ..... . . ................ .......... ....... ............... ......... . ... . . ......... .... .............. ...... .......... ...... . .. . . .......... . ..... ... .......... . .. . .... . .. ... . . ........ . ... lo.. . ............. ....... ... - . .. . ............ ............... . ...... A-t �-v ... ... ... . .. . . ........ ......... .... ................. ......... ..... ..... .... . . . . .... ... . ... ... . ........ ... . . .. . . .............. .. . .. .... . ...... .. ... ....... . ...... ... . . ... . ....... ............. .... . . .. ... . .... .. ... Ile ... ........... .............. . . ............... ............. . 7._...__._........_.. - - - . . ......... . ....... ...... ........... . ........... ....... . . ..... . .. . . ...... . ...... . . ......... . . . . ......... . . 4 2! 1 r. -. � . . ......... ....... .......... . ...... ... .. Al ?A 4. J77. .... ...... ........... .. .. . . ...... . ......... .. ......................... ........... . ........... ..... . ...... . .................................... .. . ... ...... ... . . . ..... --- ----- . ...... . .... i.......... - .... . ....... ....... ...... ....... ..... ............. . . . . ............ ...... . ........... . ........... . . . ........ .... ........ . . . ...... .. . ... ....... .. ... .. .. .... ....... .. . ...... .... . . .... ................... . ..... . ..... . . .... ............ - ..... ..... . ... ... .... . . ........ .. m JOB MADOLE AND ASSOCIATES, INC.. SHEET NO. OF 760-A S. ROCHESTER ONTARIO, CA. 91761 CALCULATED BY DATE PHONE (909) 937-9151 - CHECKED BY DATE SCALE �r »»STREETFLOW MODEL INPUT INFORMATION«« CONSTANT STREET GRADE(FEET/FEET) = 0. 3q 3000 CONSTANT STREET FLOW(CES)¢-- AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = A15000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 23.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 w+ CONSTANT SYMMETRICAL GLITTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: to STREET FLOW DEPTH(FEET) = 0.36 �'r HALFSTREET FLOOD WIDTH(FEET) = 12.59 ON AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.85 `s PRODUCT OF DEPTH&VELOCITY = 1.76 Irr ON go pm aw pm ow .m am w irr No »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION««�� /� �' ---��---------------- ------------------- ----- -- (� r.. Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFSI = 8.20 , GUTTER FLOWDEPTH(FEET) = 0.36 +•r BASIN LOCAL DEPRESSION(FEET) = 0.33 ".--___-_-------------------------------------- - FLOWBY BASIN ANALYSIS RESULTS: ww I CE 1�'r'ERfppto )Piz BASIN WIDTH FLOW INTERCEPTION wM 2.39 1.19 ■. 2.50 1.24 3.00 1.48 3.50 1.71 4.00 1.94 4.50 2.18 5.00 2.41 .. 5.50 2.63 Mw 6.00 2.86 6.50 3.09 7.00 3.32 7.50 3.54 ar 8.00 3.75 8.50 3.96 .• 9.00 4.15 r 9.50 4.33 10.00 4.50 +■* 10.50 4.68 11.00 4.86 11.50 5.03 12.00 5.20 .• 12.50 5.37 �,. 13.00 5.54 13.50 5.70 Nw 14.00 5.86 14.50 6.01 15.00 6.15 15.50 6.28 16.00 6.41 i 16.50 6.53 17.00 6.66 17.50 6.78 18.00 6.90 18.50 7.02 19.00 7.13 19.50 7.25 20.00 7.36 20.50 7.47 7.58 Z 21.00 I CE 1�'r'ERfppto )Piz R »»SUMP TYPE BASIN INPUT INFORMATION«« ?� an im Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. irr BASIN INFLOW(CFS) = 2.00 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.33 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.42 9kSE RVA:r 11X- I F)f J94Sl" A- -JDE P T Age— Q 3 3 C ale S o �.c i PIZ (0 -z- ell) rZ r --t-4 OF A- et>-sS t r� cry- 7s MR e w M hL 6w »»STREETFLOW MODEL INPUT INFORMATION«« CONSTANT STREET GRADE(FEET/FEET) = 0.032800 CONSTANT STREET FLOW CFS = 1 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF—WIDTH(FEET) = 23.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.50 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 L CONSTANT SYMMETRICAL GlMrER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER—LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.24--- HALFSTREET- D WIDTH(FEET) = 6.54 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.00 PRODUCT OF DEPTH&VELOCITY = 0.72 r a on im »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« kL Ow .. Curb Inlet Capacities are approximated based on the Bureau of PM Public Roads nomograph plots for flowby basins and sump basins. t.. STREETFLOW(CFS) = 1.60 �---- ""' GUTTER FLOWDEPTH(FEET) = 0.24 BASIN LOCAL DEPRESSION(FEET) = 0.33 PM No #- W E 0 tl FLOWBY BASIN ANALYSIS RESULTS: No BASIN WIDTH FLOW INTERCEPTION 0.72 0.22 1.00 0.30 1.50 0.44 2.00 0.58 *, 2.50 0.72 3.00 0.84 3.50 0.95 4.00 1.06 4.50 1.16 5.00 1.25 5.50 1.34 6.00 1.42 �• 6.50 1.50 D 7.00 1.58 ' .. 7.16 1.60 No #- W E 0 tl so i1w »»STREETFLOW MODEL INPUT INFORMATION<<` .. CONSTANT STREET GRADE(FEET/FEET) = 0.024000 �Q +r CONSTANT STREET FLOW CFS = 2.70 Lt U ►1 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015 00 pm CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 +�+ CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 "^ CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: +�• STREET FLOW DEPTH(FEET) = 0.29 HALFSTREET FLOOD WIDTH(FEET) = 8.87 �. AVERAGE FLOW VELOCTTY(FEET/SEC.) = 3.03 r PRODUCT OF DEPTH&VELOCITY = 0.87 r 9rr w. Irr w OR w o• to ON im d r om im 0 **************************************************************************** »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« J[ Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 2.70 GUTTER FLOWDEPTH(FEET) = 0.29 yr, BASIN LOCAL DEPRESSION(FEET) = 0.17 9 a ire tl FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION "^ 1.31 0.44 1.50 0.50 2.00 0.65 s„ 2.50 0.80 3.00 0.95 3.50 1.09 4.00 1.24 4.50 1.36 5.00 1.47 5.50 1.58 6.00 1.70 6.50 1.80 r. 7.00 1.91 7.50 2.00 am 8.00 2.09 8.50 2.17 aw 9.00 2.25 9.50 2.32 O. 10.00 2.38 r.• 10.50 2.45 11.00 2.50 ^' 11.50 2.55 12.00 2.60 12.50 2.65 13.00 2.69 13.12 2.70 9 a ire tl oft "" »»SUMP TYPE BASIN INPUT INFORMATION«« r r Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 2.60-4---- ""' BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.17 ,. »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 12.02 rr iY l OM W 0 - ow AM W on ow e E d om to .. »»STREETFLOW MODEL INPUT INFORMATION«« Q CONSTANT STREET GRADE(FEET/FEET) = 0.020000 .. CONSTANT STREET FLOW(CFS) = 2.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 om CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 19.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.50 wo INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 ^" CONSTANT SYMN ETRICAL CURB HEIGHT(FEET) = 0.50 bw CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 A•• CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FF l = 0.28 HALFSTREET FLOOD WIDTH(FEET) _ 7..79 .. AVERAGE FLOW VELOCTTY(FEET/SEC.) = 2.77 PRODUCT OF DEPTH&VELOCITY = 0.78 it C rrr 4w illr »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of *w Public Roads nomograph plots for flowby basins and sump basins. .. STREETFLOW(CFS) = 2.00 GUTTER FLOWDEPTH(FEET) = 0.28 wti BASIN LOCAL DEPRESSION(FEET) = 0.33 irn irr low P" fm ir. ow s• it 1rr R#II FLOWBY BASIN ANALYSIS RESULTS: j BASIN WIDTH FLOW INTERCEPTION 0.76 0.28 1.00 0.36 1.50 0.53 2.00 0.70 2.50 0.87 3.00 1.02 3.50 1.15 4.00 1.28 4.50 1.41 5.00 1.51 5.50 1.61 6.00 1.71 6.50 1.80 7.00 1.89 Z `7,r 7.50 1.98 7.61 2.00 ` "� ON L »»STREETFLOW MODEL INPUT INFORMATION«« w.. —CONSTANT STREET GRADE(FEET/FEET) = 0.020000 ii. CONSTANT STREET FLOW(CFS) = 3.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL EIETRICAL STREET HALF-WIDTH(FEET) = 19.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 8.50 w INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 .. CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 r CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 +m CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS bw STREET FLOW MODEL RESULTS: go STREET FLOW DEPTH(FEET) = 0.31 HALFSTREET FLOOD WIDTH(FEET) = 9.43 .• AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.98 PRODUCT OF DEPTH&VELOCITY = 0.94 so ON r irr a.. r. am No ON ilk E d pa up err 40 **************************************************************************** to »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION" oft aw Curb Inlet Capacities are approximated based on the Bureau of oft Public Roads nomograph plots for flowby basins and sump basins. w. PM STREETFLOW(CFS) = 3.00 GUTTER FLOWDEPTH(FEET) = 0.31 Ow BASIN LOCAL DEPRESSION(FEET) = 0.33 --------------------------------------- *e4 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 1.03 0.42 1.50 0.61 2.00 0.80 o• 2.50 0.99 3.00 1.18 3.50 1.37 4.00 1.53 .• 4.50 1.68 ow 5.00 1.83 5.50 1.97 n+• 6.00 2.11 6.50 2.23 7.00 2.34 7.50 2.45 8.00 2.55 } 8.50 2.66 9.00 2.76 ,..0 2.86 10.0.00 2.9.9 5 � (� 10.25 3.00 OM or d d d N No as »»STREETFLOW MODEL INPUT INFORMATION«« CONSTANT STREET GRADE(FEET/FEET) = 0.029000 l•I CONSTANT STREET FLOWS,CFS) AVERAGE STREETFLOW FRICTION OR(MANNING) = 0.015 00 4m CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 25.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBRBAK(FEET) = 12.50 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 ,., CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 +.. CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS bw STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.25 HALFSTREET FLOOD WIDTH(FEET) = 7.01 ,.,. AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.52 PRODUCT OF DEPTH&VELOCITY = 0.88 rrr IM .w sm +r oft w 1rr �w 40 a w ww **************************************************************************** iii »»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. r. STREETFLOW(CFS) = 2.10 am GUTTER FLOWDEPTH(FEET) = 0.25 tK„ BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: rrr BASIN WIDTH FLOW INTERCEPTION 0.90 0.28 bw 1.00 0.32 1.50 0.47 ,., 2.00 0.62 2.50 0.76 aw 3.00 0.91 3.50 1.04 4.00 1.16 „„ 4.50 1.28 5.00 1.39 .. 5.50 1.50 6.00 1.59 aw 6.50 1.68 7.00 1.77 am 7.50 1.86 `, 8.00 1.94 8.50 2.02 Oft 9.00 2.10 _ Y C W , D 9.00 2.10 14- .. APO w Yw an L ww **************************************************************************** »»STREETFLOW MODEL INPUT INFORMATION«« l CONSTANT STREET GRADE(FEET/FEET) = 0.029000 �+ CONSTANT STREET FLOW(CESl = 1.60_ AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.0 15000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 25.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 12.50 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 ww CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 an CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 o. FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS w� STREET FLOW MODEL RESULTS: ir STREET FLOW DEPTH ETl 0.24 HALFSTREET FLOOD WIDTH(FEET) = 6.27_ AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.21 w PRODUCT OF DEPTH&VELOCITY = 0.76 om r om Purr r. No t.• 4r ww di W �r »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1.60 GUTTER FLOWDEPTH(FEET) = 0.24 BASIN LOCAL DEPRESSION(FEET) = 0.33 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.72 0.22 1.00 0.30 1.50 0.44 2.00 0.58 2.50 0.72 3.00 0.84 3.50 0.95 4.00 1.06 4.50 1.16 5.00 1.25 5.50 1.34 6.00 1.42 / 6.50 1.50 7.00 1.58 7.16 1.60 1 i SECTION H STORM DRAIN HYDRAULICS s LINE "EC aI a. I a I W, 1 9 1 C 1 f 1 [- 1 C 1 [- 1 [ 1 f 1 [ 1 t 1 i 1 [ l t i r 1 FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -1- ICh Slope -I- I I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I (Type Ch :****•***I**�*****,rl****«**+I**:�****+I.**+**�**I***�*�*I**�+**+I*�**+****I***s**�I�*��*►**I***s�++�l******+I*,r***�+I+*.�: I*r****+ 1008.380 I 1614.180 I I 4.120 I 1618.300 I 93.60 7.45 I .86 I 1619.16 .00 I 2.93 I .00 I I 4.000 I .000 .00 I 0 .0 -I- .287 -I- .0111 -I- -I- -I- -I- -I- .0042 -I- .00 -I- 4.12 -I- .00 -I- 2.28 -I- .013 -I- .00 .00 I- PIPE 1008.667 I 1614.183 I I 4.120 I 1618.303 I 93.60 7.45 I .86 I 1619.16 .00 I 2.93 I .00 I I 4.000 I .000 .00 I 0 .0 HYDRAULIC JUMP 1008.667 I 1614.183 I I 2.018 I 1616.201 I 93.60 14.73 I 3.37 I 1619.57 .00 I 2.93 I 4.00 I 4.000 I I .000 -I- .00 i 0 .0 -i- 8.467 -I- .0111 -I- -I- -I- -I- -I- .0167 -i- .14 -I- 2.02 -I- 2.06 -I- 2.28 -I- .013 .00 .00 1- PIPE 1017.134 I 1614.2.77 I I 2.003 I 1616.280 I 93.60 14.86 I 3.43 I 1619.71 .00 i 2.93 I 4.00 I 4.000 I I .000 .00 I 0 .0 -I- 39.036 -I- .0111 -I- -I- -I- -I- -I- .0180 -I- .70 -I- 2.00 -I- 2.09 -I- 2.28 -I- .013 -I- .00 .00 1- PIPE 1056.170 I 1614.710 i I 1.931 I 1616.641 I 93.60 15.59 i 3.77 I 1620.41 .67 I 2.93 I 4.00 I 4.000 I I .000 .00 I 0 .0 -I- 24.850 -I- .0101 -I- -I- -I- -I- -I- .0202 -I- .50 -I- 2.60 -I- 2.24 -I- 2.35 -I- .013 -I- .00 .00 1- PIPE 1081.020 I 1614.960 I I 1.872 I 1616.832 I 93.60 16.22 I 4.08 I 1620.92 .00 I 2.93 I 3.99 I 4.000 I I .000 .00 I 0 .0 -I- 10.980 -I- .0109 -I- -I- -I- -I- -I- .0218 -I- .24 -I- 1.87 -I- 2.38 -I- 2.29 -I- .013 -I- .00 .00 1- PIPE 1092.000 I 1615.080 I I 1.847 I 1616.927 I 93.60 16.50 I 4.23 I 1621.16 .00 I 2.93 I 3.99 I 4.000 1 I .000 .00 I 0 .0 -I- 6 -I- -I- -I- -I- -I- -I- -I- -I- 1.85 -I- 2.44 -I- -I- -I- I- PIPE JUNCT STR .0100 .0302 .06 .015 .00 .00 1094.000 I 1615.100 I I 1.828 I 1616.928 I 93.30 16.67 I 4.31 I 1621.24 .00 I 2.93 I 3.99 I 4.000 -I- I 1 .000 .00 1 0 .0 -I- 23.690 -I- .0097 -i- -I- -I- -I- -I- .0246 -I- .58 -I- 1.83 -I- 2.48 -I- 2.37 .013 -I- .00 .00 1- PIPE 1117.690 I 1615.330 I I 1.765 I 1617.095 I 93.30 17.46 I 4.73 I 1621.83 1.67 I 2.93 I 3.97 I 4.000 I I .000 .00 1 0 .0 -I- 9.560 -I- .0094 -I- -I- -I- -I- -I- .0268 -I- .26 -I- 3.44 -I- 2.65 -I- 2.39 -I- .013 -I- .00 .00 1- PIPE 1 [ I [ I I I C I 11 C I I I I I I I I I I I I FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD-LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Ave) -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fall) -I ZR (Type Ch *�++*****I+*�**�**�I***�***�I+�+s+**a*I��**+****I�**�**+I*:*�+*�I*�*,r.�+*�I*�**:++I*****a�*I*.�****+I+•*****I*+•*+•+I***t+ I*�*�**� I 1127.250 1 1615.420 I 1.738 I 1617.158 I 93.30 17.82 I 4.93 i 1622.09 1.74 I i 2.93 3.97 i 4.000 I I .000 .00 I 0 .0 -I- 9.560 -I- .0105 -I- -I- -I- -I- -I- .0283 -I- .27 -I- 3.47 -I- 2.73 -I- 2.31 -I- .013 -I- .00 .00 I- PIPE I 1136.810 I 1615.520 I 1.712 I 1617.232 I 93.30 18.17 I 5.13 I 1622.36 .00 I I 2.93 -I- 3.96 I 4.000 I I .000 -I- .00 I 0 .0 -I- 5.500 -I- .0327 -I- -I- -I- -I- -I- .0290 -I- .16 -I- 1.71 2.81 -I- 1.66 -I- .013 .00 .00 1- PIPE I 1142.310 I 1615.700 I 1.715 I 1617.415 I 93.30 18.13 I 5.10 I 1622.52 .00 I I 2.93 3.96 I 4.000 I I .000 .00 I 0 .0 -I- 31.690 -I- .0325 -I- -I- -I- -I- -I- .0283 -I- .90 -I- 1.71 -I- 2.80 -I- 1.66 -I- .013 -I- .00 .00 1- PIPE I 1174.000 I 1616.730 t 1.734 I 1618.464 I 93.30 17.87 I 4.96 I 1623.42 .00 I 2.93 I 3.96 I 4.000 I I .000 .00 I 0 .0 ro 2 -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I- -I- I- JUNCT STR .0300 .0376 .08 1.73 2.74 .015 .00 .00 PIPE I 1176.000 I 1616.790 I 1.710 I 1618.500 I 92.60 18.05 I 5.06 I 1623.56 .00 I 2.92 I 3.96 I 4.000 I I .000 .00 I 0 .0 -I- .810 -I- .0124 -I- -I- -I- -I- -i- .0288 -I- .02 -I- 1.71 -I- 2.79 -I- 2.19 -I- .013 -I- .00 .00 1- PIPE I 1176.810 I 1616.800 I 1.708 I 1618.508 I 92.60 18.09 I 5.08 I 1623.59 1.79 I 2.92 I 3.96 I 4.000 I I .000 .00 I 0 .0 -I- 8.260 -I- .0327 -I- -I- -I- -I- -I- .0287 -I- .24 -I- 3.50 -I- 2.80 -I- 1.65 -I- .013 -I- .00 .00 1- PIPE I 1185.070 I 1617.070 I 1.712 I 1618.782 I 92.60 18.03 I 5.05 I 1623.83 1.78 I 2.92 I 3.96 I 4.000 I I .000 .00 1 0 .0 -I- 8.260 -I- .0315 -I- -I- -I- -I- -I- .0285 -I- .24 -I- 3.49 -I- 2.79 -I- 1.67 -I- .013 -I- .00 .00 I- PIPE i 1193.330 I 1617.330 I 1.716 I 1619.046 I 92.60 17.98 I 5.02 I 1624.07 .00 I 2.92 I 3.96 I 4.000 I .000 I .00 I 0 .0 -I- 3.670 -I- .0409 -I- -I- -I- -I- -I- .0282 -I- .10 -I- 1.72 -I- 2.78 -I- 1.55 -I- .013 -1- .00 .00 1- PIPE I 1197.000 I 1617.480 I 1.723 I 1619.203 I 92.60 17.88 I 4.97 i 1624.17 .00 I 2.92 I 3.96 I 4.000 I .000 I .00 I 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- JUNCT STR .0300 .0387 .08 1.72 2.76 .015 .00 .00 PIPE i I w I a! a I a 1 i 1 1 1 l t 1 E 1 E I 1 f 1 t I I I F i l l FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw I Invert I Depth I Water I Q i Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch 1199.000 I I 1617.540 I 1.669 I 1619.209 I 90.80 18.28 I 5.19 1624.40 I .00 I I 2.89 3.94 I 4.000 I I .000 .00 I 0 .0 -I- -.100.950 -I- .0317 -I- -I- -I- -I- -I- .0289 -I- 2.92 -I- 1.67 -I- 2.87 -I- 1.65 -I- .013 -I- .00 .00 I- PIPE 1299.950 I I 1620.740 I 1.710 I 1622.450 I 90.80 17.71 I 4.87 1627.32 I .02 I I 2.89 3.96 I 4.000 I I .000 .00 I 0 .0 -I- 5.174 -I- .0319 -I- -I- -i- -I- -I- .0275 -I- .14 -I- 1.73 -I- 2.74 -I- 1.64 -I- .013 -I- .00 .00 1- PIPE 1305.124 I I 1620.905 I 1.713 I 1622.618 I 90.80 17.66 I 4.84 1627.46 I .02 I I 2.89 3.96 I 4.000 I I .000 .00 I 0 .0 -I- 60.876 -I- .0319 -I- -I- -I- -I- -I- .0258 -I- 1.57 -I- 1.73 -I- 2.73 -I- 1.64 -I- .013 -I- .00 .00 1- PIPE 1366.000 I I 1622.850 I 1.717 I 1624.627 I 90.80 16.84 I 4.40 1629.03 I .00 I 2.89 I 3.98 I 4.000 I I .000 .00 I 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- JUNCT STR .0300 .0321 .06 1.79 2.55 .015 .00 .00 PIPE 1368.000 I I 1622.910 I 1.776 I 1624.686 I 90.80 16.85 I 4.41 1629.09 I .01 I 2.89 I 3.97 I 4.000 I I .000 .00 I 0 .0 -I- 12.119 -I- .0321 -I- -I- -I- -I- -I- .0237 -I- .29 -I- 1.79 -I- 2.55 -I- 1.64 -I- .013 -I- .00 .00 1- PIPE 1380.119 i I 1623.299 I 1.795 I 1625.094 I 90.80 16.61 I 4.28 1629.38 I .01 I 2.89 I 3.98 I 4.000 I I .000 .00 I 0 .0 -I- 31.475 -I- .0321 -I- -I- -I- -I- -I- .0218 -I- .69 -I- 1.81 -I- 2.50 -I- 1.64 -I- .013 -I- .00 .00 1- PIPE 1411.594 I I 1624.308 I 1.862 I 1626.170 I 90.80 15.84 I 3.89 1630.06 I .01 I 2.89 I 3.99 I 4.000 I I .000 .00 I 0 .0 -I- 22.062 -i- .0321 -I- -I- -I- -I- -I- .0192 -I- .42 -I- 1.87 -I- 2.33 -I- 1.64 -I- .013 -I- .00 .00 i- PIPE 1433.656 I I 1625.016 I 1.932 I 1626.948 I 90.80 15.10 I 3.54 1630.49 I .01 I 2.89 I 4.00 I 4.000 I I .000 .00 I 0 .0 -I- 16.344 -I- .0321 -I- -I- -I- -I- -1- .0169 -I- .28 -I- 1.94 -I- 2.17 -I- 1.64 -I- .013 -I- .00 .00 1- PIPE 1450.000 I I 1625.540 I 2.006 I 1627.546 I 90.80 14.40 I 3.22 1630.76 I .00 I 2.89 I 4.00 I 4.000 I I .000 .00 I 0 .0 -i- 5.500 -I- .0164 -I- -I- -I- -I- -I- .0212 -I- .12 -I- 2.01 -I- 2.02 -I- 2.16 -I- .015 -I- .00 .00 1- PIPE a I f I a I E I a I I I F l I I [ I[ I I I I I[ I[ I[ I I I! I I I FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I I I I I I 1455.500 1625.630 1.997 1627.627 90.80 14.48 3.25 1630.88 .01 2.89 4.00 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 86.262 .0171 .0154 1.33 2.01 2.04 1.96 .013 .00 .00 PIPE I I I I I I I I I I I I I 1541.762 1627.108 2.047 1629.155 90.80 14.02 3.05 1632.21 .01 2.89 4.00 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 60.659 .0171 .0139 .84 2.06 1.94 1.96 .013 .00 .00 PIPE I I I I I I I I I I I I I 1602.421 1628.147 2.127 1630.275 90.80 13.37 2.78 1633.05 .01 2.89 3.99 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 34.579 .0171 .0122 .42 2.14 1.81 1.96 .013 .00 .00 PIPE I I I I I I I I I 1 I I I 1637.000 1628.7.40 2.210 1630.950 90.80 12.75 2.52 1633.47 .00 2.89 3.98 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- SUNCT STR .0300 .0176 .04 2.22 1.68 .015 .00 .00 PIPE I I I I I I I I I I I 1 1 1639.000 1628.800 1.977 1630.777 86.00 13.89 3.00 1633.77 .01 2.81 4.00 4.000 .000 .00 0 .0 -I- -t- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 11.000 .0145 .0149 .16 1.99 1.97 1.99 .013 .00 .00 PIPE I I I I I I I I I I I I t 1650.000 1628.960 1.976 1630.936 86.00 13.90 3.00 1633.94 .00 2.81 4.00 4.000 .000 .00 0 .0 JUNCT STR .0300 .0200 .04 1.99 1.97 .015 .00 .00 PIPE I I I I I I I i I I 1 I I 1652.000 1629.020 1.968 1630.988 85.70 13.92 3.01 1634.00 .01 2.81 4.00 4.000 .000 .00 0 .0 61.840 .0171 .0142 .88 1.98 1.98 1.89 .013 .00 .00 PIPE I I I I I I I I I i I I I 1713.841 1630.080 2.036 1632.116 85.70 13.33 2.76 1634.87 .01 2.81 4.00 4.000 .000 .00 0 .0 -i- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 37.729 .0171 .0126 .48 2.04 1.85 1.89 .013 .00 .00 PIPE I I i I I I I I I I i I I 1751.569 1630.727 2.115 1632.842 85.70 12.71 2.51 1635.35 .01 2.81 3.99 4.000 .000 .00 0 .0 -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 24.160 .0171 .0111 .27 2.12 1.72 1.89 .013 .00 .00 PIPE I! :I a 11 It i a t [ 1 IF 1 C 1 t 1 C 1 t 1 t 1 If 1 r! 1 t 1 a! E 1 FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/1Base Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior -I- I.D.1 -I- ZL IPrs/Pip -I -I- -I- L/Elem ICh Slope I -I- I -I- I -I- I -i- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp -I- I "N" I X-Fa111 ZR (Type Ch I I I I I 1775.729 I 1631.141 I 2.197 I 1633.338 I 85.70 12.12 I 2.28 I 1635.62 .01 I I 2.81 3.98 4.000 .000 .00 0 .0 -I- 16.367 -I- .0171 -I- -I- -I- -I- -I- .0098 -I- .16 -I- 2.20 -I- 1.60 1.89 -I- -I- .013 -I- .00 .00 I- PIPE I 1792.096 I 1631.422 I 2.284 1 1633.706 I 85.70 11.55 I 2.07 I 1635.78 .01 I I 2.81 3.96 I I 4.000 I .000 -I- .00 I 0 .0 -I- 11.359 -I- .0171 -I- -i- -I- -I- -I- .0067 -I- .10 -I- 2.29 -I- 1.49 1.89 -I- -I- .013 .00 .00 1- PIPE I 1803.455 I 1631.616 I 2.376 I 1633.992 I 85.70 11.01 I 1.88 I 1635.88 .01 I I 2.81 3.93 I I 4.000 -i- I .000 -I- .00 I 0 .0 -i- 7.831 -I- .0171 -I- -I- -I- -I- -I- .0077 -I- .06 -I- 2.38 -I- 1.38 1.89 -I- .013 .00 .00 1- PIPE I 1811.286 I 1631.750 I 2.473 I 1634.224 I 85.70 10.50 I 1.71 I 1635.94 .01 I I 2.81 3.89 I I 4.000 I .000 .00 I 0 .0 -I- 4.992 -I- .0171 -I- -i- -I- -I- -I- .0068 -I- .03 -I- 2.48 -I- 1.28 1.89 -I- -I- .013 -I- .00 .00 1- PIPE I 1816.278 I 1631.836 I 2.577 I 1634.413 I 85.70 10.01 I 1.56 I 1635.97 .00 I I 2.81 3.83 I I 4.000 I .000 .00 I 0 .0 -I- 2.837 -I- .0171 -I- -I- -I- -I- -I- .0060 -i- .02 -I- 2.58 -I- 1.18 1.89 -I- -I- .013 -I- .00 .00 1- PIPE I 1819.115 I 1631.885 I 2.687 I 1634.572 I 85.70 9.55 t 1.42 I 1635.99 .00 t I 2.81 3.76 I I 4.000 I .000 .00 I 0 .0 -I- .895 -I- .0171 -I- -I- -I- -I- -I- .0054 -I- .00 -I- 2.69 -I- 1.09 1.89 -I- -i- .013 -I- .00 .00 1- PIPE i 11820.010 I 1631.900 I 2.806 I 1634.706 I 85.70 9.10 I 1.29 I 1635.99 .00 I I 2.81 3.66 I I 4.000 I .000 .00 I 0 I- .0 JUNCT STR .0196 .0043 .05 2.81 1.00 .015 .00 .00 PIPE I 1830.700 I 1632.110 I 3.807 I 1635.917 I 59.30 4.80 I .36 I 1636.27 .00 I I 2.32 1.72 I I 4.000 I .000 .00 I 0 .0 -I- 18.055 -i- .0142 -I- -I- -I- -I- -I- .0015 -I- .03 -I- 3.81 -I- .32 1.62 -I- -I- .013 -I- .00 .00 1- PIPE 1848.755 1632.367 3.541 1635.908 59.30 5.04 .39 1636.30 .00 2.32 2.55 4.000 .000 .00 0 .0 -I- 12.554 -I- .0142 -I- -I- -I- -I- -I- .0016 -I- .02 -I- 3.54 -I- .41 1.62 -I- -I- .013 -I- .00 .00 1- PIPE a A w i a. I a 1 9 1 E 1 f l f l f l t l [ l t 1 f 1 f 1 f i I 1 FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw ( invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 ►No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR (Type Ch i I I I I I I I I I I 1 I 1861.310 1632.545 3.343 1635.888 59.30 5.28 .43 1636.32 .00 2.32 2.96 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 4.845 .0142 .0017 .01 3.34 .48 1.62 .013 .00 .00 PIPE I I I I I I I I I I I I I 1866.155 1632.614 3.264 1635.878 59.30 5.40 .45 1636.33 .00 2.32 3.10 4.000 .000 .00 0 .0 HYDRAULIC JUMP I I I I I I I I I I I I I 1866.155 1632.614 1.606 1634.220 59.30 12.57 2.45 1636.67 .01 2.32 3.92 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 65.845 .0142 .0150 .99 1.61 2.02 1.62 .013 .00 .00 PIPE I I I I I I I I I I I I I 932.000 1633.550 1.592 1635.142 59.30 12.72 2.51 1637.65 .00 2.32 3.92 4.000 .000 .00 0 .0 y� v NCT STR .0150 .0216 .04 1.60 2.05 .015 .00 .00 PIPE I I I I I I I I I I I I i 1934.000 1633.580 1.498 1635.078 56.10 13.06 2.65 1637.73 .01 2.25 3.87 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- 1- 70.982 .0183 .0164 1.16 1.51 2.18 1.47 .013 .00 .00 PIPE I I I I I I i I I I I I I 2004.982 1634.877 1.535 1636.412 56.10 12.63 2.48 1638.89 .01 2.25 3.89 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 47.344 .0183 .0147 .69 1.54 2.08 1.47 .013 .00 .00 PIPE I I I I I I I I i I I I I 2052.326 1635.742 1.590 1637.332 56.10 12.05 2.25 1639.59 .01 2.25 3.92 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 27.213 .0183 .0129 .35 1.60 1.95 1.47 .013 .00 .00 PIPE I I I I I I I I I I I I I 2079.539 1636.240 1.648 1637.888 56.10 11.48 2.05 1639.94 .01 2.25 3.94 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- 1- 18.112 .0183 .0113 .20 1.65 1.82 1.47 .013 .00 .00 PIPE I I I I I I I I I I i I I 2097.652 1636.571 1.708 1638.279 56.10 10.95 1.86 1640.14 .01 2.25 3.96 4.000 .000 .00 0 .0 -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I- 1- 12.620 .0183 .0099 .13 1.71 1.70 1.47 .013 .00 .00 PIPE 1> E t I t 1 [ A 1 1 f 1 t i t 1 t 1 [ 1 E 1 9 1 l 11 FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli 1nE4.wsw 1 Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/►Base Wt1 INo Wth Station I Elev I (FT) I Elev I (CES) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- I -t- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -1- I "N" I -I- X -Fall) ZR -I (Type Ch I i I 2110.271 1636.801 I 1.772 1638.573 I 56.10 10.44 I 1.69 I 1640.27 .01 I 2.25 I 3.97 I I 4.000 I .000 .00 I 0 .0 -I- 9.229 -I- .0183 -I- -I- -I- -I- -I- .0087 -I- .08 -I- 1.78 -I- 1.58 -I- 1.47 -I- .013 -I- .00 .00 I- PIPE �i I 2119.500 -I- ECT I 1636.970 -I- I 1.838 -I- I 1638.808 -I- I 56.10 -I- 9.95 -I- I 1.54 -I- I 1640.35 -I- .00 -I- I 2.25 -I- I 3.99 -I- I 4.000 -I- I I .000 -I- .00 I 0 .0 STR .0067 .0115 .02 1.84 1.48 .015 .00 .00 PIPE I 2121.000 1 1636.980 I 1.764 I 1638.744 I 55.30 10.35 I 1.66 I 1640.41 .01 I 2.24 I 3.97 I 4.000 I I .000 .00 I 0 .0 -I- 83.053 -I- .0096 -I- -I- -I- -I- -I- .0087 -I- .72 -I- 1.77 -I- 1.57 -I- 1.74 -I- .013 -I- .00 .00 1- PIPE I 2204.053 1637.775 I I 1.816 I 1639.591 I 55.30 9.96 I 1.54 I 1641.13 .00 I 2.24 I 3.98 I 4.000 I I .000 .00 I 0 .0 -I- 39.805 -I- .0096 -I- -I- -I- -I- -I- .0078 -I- .31 -I- 1.82 -I- 1.49 -I- 1.74 -I- .013 -I- .00 .00 1- PIPE I 2243.858 1638.156 I I 1.884 I 1640.041 I 55.30 9.50 I 1.40 I 1641.44 .00 I 2.24 I 3.99 I 4.000 I I .000 .00 I 0 .0 -I- 20.222 -I- .0096 -I- -I- -I- -I- -I- .0068 -I- .14 -I- 1.89 -I- 1.39 -I- 1.74 -I- .013 -I- .00 .00 1- PIPE I 2264.080 1638.350 I I 1.956 I 1640.306 I 55.30 9.06 i 1.27 I 1641.58 .00 I 2.24 I 4.00 I 4.000 I I .000 .00 I 0 .0 -I- 5.500 -I- .0146 -I- -I- -t- -I- -I- .0081 -I- .04 -I- 1.96 -I- 1.29 -I- 1.68 -I- .015 -I- .00 .00 1- PIPE I 2269.580 1638.430 I I 2.018 I 1640.448 I 55.30 8.70 I 1.18 I 1641.62 .00 I 2.24 I 4.00 I 4.000 I I .000 .00 i 0 .0 -I- 44.958 -I- .0060 -I- -I- -i- -I- -I- .0055 -i- .25 -I- 2.02 -I- 1.22 -I- 1.99 -I- .013 -I- .00 .00 I- PIPE I 2314.538 1638.699 I I 2.070 I 1640.769 I 55.30 8.42 i 1.10 I 1641.87 .00 I 2.24 I 4.00 i 4.000 I I .000 .00 1 0 .0 -I- 19.641 -f- .0060 -I- -I- -I- -I- -I- .0050 -I- .10 -I- 2.07 -I- 1.16 -I- 1.99 -I- .013 -I- .00 .00 1- PIPE I 2334.178 1638.817 I I 2.150 I 1640.967 I 55.30 8.03 I 1.00 I 1641.97 .00 i 2.24 I 3.99 I 4.000 I I .000 .00 I 0 .0 -I- 3.822 -i- .0060 -I- -I- -I- -I- -I- .0044 -i- .02 -I- 2.15 -I- 1.08 -I- 1.99 -I- .013 -I- .00 .00 1- PIPE FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 8 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthiFroude -I- NINorm Dp -I- -I- I "N" I -I- X-Fallt ZR -I (Type Ch I Q 2338.000 I 1638.840 I 2.236 i 1641.076 I 55.30 7.65 I .91 I 1641.99 .00 I 2.24 I 3.97 I I 4.000 I .000 .00 I 0 .0 JUNCT STR .0067 .0042 .01 2.24 1.00 .015 .00 .00 I- PIPE I 2339.500 I 1638.850 I 2.639 I 1641.489 I 51.60 5.87 I .53 I 1642.02 .00 I 2.16 I 3.79 I 4.000 I I .000 .00 I 0 .0 -I- 14.802 -I- .0060 -I- -I- -I- -I- -I- .0023 -I- .03 -I- 2.64 -I- .68 1.92 -I- -t- .013 -I- .00 .00 1- PIPE I 2354.302 I 1638.938 I 2.531 I 1641.469 I 51.60 6.15 I .59 I 1642.06 .00 -I- I 2.16 -I- I 3.86 t I 4.000 I .000 .00 I 0 .0 -I- 12.198 -I- .0060 -i- -I- -I- -I- -I- .0026 -I- .03 2.53 .74 1.92 -I- -I- .013 -i- .00 .00 1- PIPE I 2366.500 I 1639.411 I 2.431 I 1641.442 I 51.60 6.45 I .65 I 1642.09 .00 I 2.16 I 3.91 i 4.000 I I .000 .00 I 0 .0 -I- 1.510 -I- .0060 -I- -I- -I- -I- -I- .0027 -I- .00 -I- 2.43 -I- .79 1.92 -1- -I- .013 -I- .00 .00 1- PIPE I 2368.010 1639.020 I I 2.431 I 1641.451 I 51.60 6.45 I .65 I 1642.10 .00 I 2.16 I 3.91 I 4.000 I I .000 .00 1 0 .0 HYDRAULIC JUMP I 2368.010 I 1639.020 I 1.917 I 1640.937 I 51.60 8.67 I 1.17 I 1642.10 .00 I 2.16 i 4.00 I 4.000 I I .000 .00 I 0 .0 -i- 90.552 -I- .0060 -I- -i- -I- -I- -i- .0060 -I- .54 -I- 1.92 -I- 1.25 1.92 -i- -I- .013 -I- .00 .00 1- PIPE I 2458.562 1639.561 I I 1.917 I 1641.478 I 51.60 8.67 I 1.17 I 1642.65 .00 I 2.16 I 4.00 I 4.000 I I .000 .00 I 0 .0 -I- 105.438 -I- .0060 -I- -I- -i- -I- -I- .0060 -I- .63 -I- 1.92 -I- 1.25 1.92 -I- -I- .013 -I- .00 .00 I- PIPE I 564.000 1640.190 I I 1.909 I 1642.099 I 51.60 8.72 I 1.18 I 1643.28 .00 I 2.16 I 4.00 I 4.000 I I .000 .00 I 0 .0 "� JUNCT STR .0133 .0080 .01 1.91 1.26 .015 .00 .00 i- PIPE I 2565.500 1640.210 I I 1.923 I 1642.133 I 51.60 8.63 i 1.16 I 1643.29 .00 I 2.16 I 4.00 I 4.000 I I .000 .00 I 0 .0 -I- 40.099 -I- .0059 -I- -I- -I- -I- -I- .0059 -I- .24 -I- 1.92 -I- 1.24 1.92 -I- -I- .013 -I- .00 .00 1- PIPE a i a: I a! a i a t E i E l E l E l [ I E 1 E l E 1 E i t l FILE: LNE4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 9 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtl INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip -I- L/Eleni -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -1- NINorm Dp -I- -I- I "N" I -I- X-Fa111 ZR -I IType Ch 2605.599 I I 1640.447 I 1.925 I 1642.372 I 51.60 8.62 I 1.15 I 1643.53 .00 I i 2.16 4.00 I I 4.000 I .000 .00 I 0 .0 -I- .,82.135 -I- .0059 -I- -I- -I- -I- -I- .0055 -I- .45 -I- 1.93 -I- 1.24 1.92 -I- -I- .013 -I- .00 .00 1- PIPE 2687.734 I 1640.933 I I 1.998 I 1642.931 I 51.60 8.22 I 1.05 I 1643.98 .00 I I 2.16 4.00 I I 4.000 I .000 .00 I 0 .0 -I- 17.554 -I- .0059 -I- -I- -I- -I- -I- .0049 -I- .09 -I- 2.00 -I- 1.16 1.92 -I- -I- .013 -i- .00 .00 1- PIPE 2705.289 I I 1641.037 I 2.075 I 1643.112 I 51.60 7.84 I .95 I 1644.07 .00 i I 2.16 4.00 I I 4.000 I .000 .00 I 0 .0 -I- 3.911 -I- .0059 -I- -I- -I- -I- -I- .0043 -I- .02 -I- 2.08 -I- 1.08 1.92 -I- -I- .013 -I- .00 .00 1- PIPE 2709.200 I 1641.050 I I 2.156 I 1643.217 I 51.60 7.47 I .87 I 1644.08 .00 I I 2.16 3.99 I I 4.000 I .000 .00 I 0 .0 I- 1(;0-IUNCT STR .0099 .0044 .01 2.16 1.00 .015 .00 .00 PIPE 2711.200 I 1641.080 I I 2.424 I 1643.504 I 50.30 6.31 I .62 i 1644.12 .00 I 2.13 I 3.91 I I 4.000 I .000 .00 I 0 .0 6.370 .0059 .0027 .02 2.42 .78 1.90 .013 .00 .00 PIPE 2717.570 I 1641.117 I I 2.368 i 1643.485 I 50.30 6.49 I .65 I 1644.14 .00 I I 2.13 3.93 I I 4.000 I .000 .00 I 0 .0 HYDRAULIC JUMP 2717.570 I 1641.117 I t 1.903 I 1643.020 I 50.30 8.53 I 1.13 I 1644.15 .00 I 2.13 I 4.00 I I 4.000 I .000 .00 I 0 .0 -I- 32.781 -I- .0059 -I- -I- -i- -I- -I- .0058 -I- .19 -I- 1.90 -I- 1.24 1.90 -I- -I- .013 -I- .00 .00 I- PIPE 2750.350 I 1641.310 I I 1.910 I 1643.220 I 50.30 8.49 I 1.12 I 1644.34 .00 I 2.13 1 4.00 I I 4.000 I .000 .00 I 0 .0 -I- 5.500 -I- .0073 -I- -I- -I- -I- -I- .0077 -I- .04 -I- 1.91 -I- 1.23 1.94 -I- -I- .015 -I- .00 .00 1- PIPE 2755.850 I 1641.350 I I 1.905 I 1643.255 I 50.30 8.52 I 1.13 I 1644.38 .10 I 2.13 I 4.00 I I 4.000 I .000 .00 I 0 .0 31.447 .0060 .0057 .18 2.00 1.24 1.88 .013 .00 .00 PIPE a t a t a! a t a! a t t I[ 3 t 1 t l t I t) t i[ 1 t l[ i t# t I t I FILE: LNE4.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 10 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-25-2005 Time: 3:35: 1 ICON SD -LINE E4 Q100--LAT-E4 JN 126-2023 wli lnE4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch ��+*��*�I�+*��*��*I�w***+**I***+�a��I+*+******I***+*+*I�****r*Is��.��*I*****+:I�**+***�I*****•��I*sa+*��I��«�.*I**�** I*.�*«** I I I I I I I I I I I I I 2787.297 1641.540 1.927 1643.467 50.30 8.39 1.09 1644.56 .10 2.13 4.00 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 31.473 .0060 .0052 .16 2.02 1.21 1.88 .013 .00 .00 PIPE I I I I I i I I I I I I I 2818.770 1641.730 2.001 1643.731 50.30 8.00 .99 1644.72 .00 2.13 4.00 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -i- -i- -I- -I- -I- -I- -I- 1- 11.773 .0055 .0047 .06 2.00 1.12 1.93 .013 .00 .00 PIPE I I I I I I I I I I I I I 2830.543 1641.795 2.047 1643.842 50.30 7.77 .94 1644.78 .00 2.13 4.00 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 4.457 .0055 .0043 .02 2.05 1.08 1.93 .013 .00 .00 PIPE WALL ENTRANCE I I I I I I I I I I I I I 2835.000 1641.820 2.129 1643.949 50.30 7.40 .85 1644.80 .00 2.13 3.99 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- a I a 1 9. ! E I a I [) f) f i f l f l f l f i f l f l f 1 t i [ 1 FILE: LNE4.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4-25-2005 Time: 3:34:52 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.500 28.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - ICON SD -LINE E4 HEADING LINE NO 2 IS - Q100--LAT-E4 HEADING LINE NO 3 IS - JN 126-2023 wli 1nE4.wsw W S P G W 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 1008.380 1614.180 3 1618.300 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1056.170 1614.710 3 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1081.020 1614.960 3 .013 45.000 31.640 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1092.000 1615.080 3 .013 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1094.000 1615.100 3 6 0 .015 .300 .000 1616.240 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1117.690 1615.330 3 .013 .000 .000 .000 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1127.250 1615.420 3 .013 22.500 24.344 .000 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1136.810 1615.520 3 .013 22.500 -24.344 .000 0 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1142.310 1615.700 3 .013 .000 .000 .000 1 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1174.000 1616.730 3 .013 .000 .000 .000 0 ELEMENT NO 11 IS A JUNCTION [ t I [ l [ 1 [ 1 t l[ l t 1[ t l 1 t t U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1176.000 1616.790 3 7 0 .015 .700 .000 1618.190 .000 45.000 .000 RADIUS ANGLE .000 .000 W S P G W WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N 1176.810 1616.800 3 .013 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N 1185.070 1617.070 3 .013 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N 1193.330 1617.330 3 .013 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N 1197.000 1617.480 3 .013 ELEMENT NO 16 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 1199.000 1617.540 3 6 0 .015 1.800 ELEMENT NO 17 IS A REACH U/S DATA STATION INVERT SECT N 1299.950 1620.740 3 .013 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N 1366.000 1622.850 3 .013 ELEMENT NO 19 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 1368.000 1622.910 3 7 0 .015 .001 ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N 1450.000 1625.540 3 .013 ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT N 1455.500 1625.630 3 .015 W S P G W WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT N 1637.000 1628.740 3 .013 ELEMENT NO 23 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 1639.000 1628.800 3 5 0 .015 4.800 ELEMENT NO 24 IS A REACH U/S DATA STATION INVERT SECT N 1650.000 1628.960 3 .013 ELEMENT NO 25 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 1652.000 1629.020 3 7 0 .015 .300 PAGE NO 3 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 RADIUS ANGLE ANG PT MAN H 22.500 21.034 .000 0 RADIUS ANGLE ANG PT MAN H 22.500 -21.034 .000 0 RADIUS ANGLE ANG PT MAN H .000 * .000 .000 * 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1618.860 .000 30.000 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 RADIUS ANGLE ANG PT MAN H 2509.542 * 1.508 .000 * 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1624.330 .000 60.500 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H 2509.751 1.872 .000 0 RADIUS ANGLE ANG PT MAN H .000 .000 .000 1 PAGE NO 4 RADIUS ANGLE ANG PT MAN H 2510.061 * 4.143 .000 * 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1629.550 .000 29.300 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H 2510.971 * .251 .000 * 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1630.420 .000 45.800 .000 RADIUS ANGLE 1 f l I t 1 f 1 t 1 t 1 f? f 1 f 1 t 1 f 1 [ i .000 .000 ELEMENT NO 26 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1820.010 1631.900 3 .013 2510.108 3.835 .000 0 ELEMENT NO 27 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1830.700 1632.110 3 4 0 .015 26.400 .000 1632.440 .000 29.500 .000 RADIUS ANGLE .000 .000 ELEMENT NO 28 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1932.000 1633.550 3 .013 2510.409 2.312 .000 0 ELEMENT NO 29 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1934.000 1633.580 3 7 0 .015 3.200 .000 1635.110 .000 44.500 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 5 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 30 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2119.500 1636.970 3 .013 2510.242 4.234 .000 0 ELEMENT NO 31 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2121.000 1636.980 3 7 0 .015 .800 .000 1637.750 .000 45.800 .000 RADIUS ANGLE .000 .000 ELEMENT NO 32 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2264.080 1638.350 3 .013 2510.069 3.266 .000 0 ELEMENT NO 33 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2269.580 1638.430 3 .015 .000 .000 .000 1 ELEMENT NO 34 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2338.000 1638.840 3 .013 .000 .000 .000 0 ELEMENT NO 35 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2339.500 1638.850 3 7 0 .015 3.700 .000 1640.710 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 36 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2564.000 1640.190 3 .013 .000 .000 .000 0 ELEMENT NO 37 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2565.500 1640.210 3 7 0 .015 .001 .000 1641.800 .000 45.000 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 6 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 38 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2709.200 1641.060 3 .013 .000 .000 .000 0 ELEMENT NO 39 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2711.200 1641.080 3 6 0 .015 1.300 .000 1642.600 .000 45.000 .000 a s I i t 1 r i c i t l [ [ 1 [ a [ It] 91 filial RADIUS ANGLE .000 .000 ELEMENT NO 40 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2750.350 1641.310 3 .013 .000 .000 .000 0 ELEMENT NO 41 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2755.850 1641.350 3 .015 .000 .000 .000 1 ELEMENT NO 42 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2818.770 1641.730 3 .013 90.000 40.056 .000 0 ELEMENT NO 43 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2835.000 1641.820 3 .013 .000 .000 .000 0 ELEMENT NO 44 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 2835.000 1641.820 3 .500 ELEMENT NO 45 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 2835.000 1641.820 3 1655.000 all I C I a.1 & I t 1 9 1 i[ I f 1 r 1 t l [ i t i t l E 1 Tl ICON SD -LINE E4 T2 Q100--LAT-E4 T3 JN 126-2023 wli SO 1008.3801614.180 3 R 1056.1701614.710 3 0 R 1081.0201614.960 3 R 1092.0001615.080 3 JX 1094.0001615.100 3 6 R 1117.6901615.330 3 .015 R 1127.2501615.420 3 R 1136.8101615.520 3 R 1142.3101615.700 3 0 R 1174.0001616.730 3 JX 1176.0001616.790 3 7 R 1176.8101616.800 3 -24.344 R 1185.0701617.070 3 .013 R 1193.3301617.330 3 .000 R 1197.0001617.480 3 JX 1199.0001617.540 3 6 R 1299.9501620.740 3 1618.19 R 1366.0001622.850 3 .000 JX 1368.0001622.910 3 7 R 1450.0001625.540 3 .013 R 1455.5001625.630 3 .000 R 1637.0001628.740 3 JX 1639.0001628.800 3 5 R 1650.0001628.960 3 JX 1652.0001629.020 3 7 R 1820.0101631.900 3 30.0 JX 1830.7001632.110 3 4 R 1932.0001633.550 3 .000 JX 1934.0001633.580 3 7 R 2119.5001636.970 3 0 JX 2121.0001636.980 3 7 R 2264.0801638.350 3 .000 R 2269.5801638.430 3 1.872 R 2338.0001638.840 3 .015 JX 2339.5001638.850 3 7 R 2564.0001640.190 3 JX 2565.5001640.210 3 7 R 2709.2001641.060 3 1629.55 JX 2711.2001641.080 3 6 lnE4.wsw 1618.300 .013 .000 .000 0 .013 31.640 .000 0 .013 .000 .000 0 .015 0.30 1616.240 45.0 .000 .013 .000 .000 0 .013 24.344 .000 0 .013 -24.344 .000 0 .013 .000 .000 1 .013 .000 .000 0 .015 0.7 1618.19 45.0 .000 .013 .000 .000 0 .013 21.034 .000 0 .013 -21.034 .000 0 .013 .000 .000 0 .015 1.8 1618.86 30.0 .000 .013 .000 .000 0 .013 1.508 .000 0 .015 0.001 1624.33 60.5 .000 .013 1.872 .000 0 .015 .000 .000 1 .013 4.143 .000 0 .015 4.8 1629.55 29.3 .000 .013 .251 .000 0 .015 0.3 1630.42 45.8 .000 .013 3.835 .000 0 .015 26.4 1632.44 29.5 .000 .013 2.312 .000 0 .015 3.2 1635.11 44.5 .000 .013 4.234 .000 0 .015 0.8 1637.75 45.8 .000 .013 3.266 .000 0 .015 .000 .000 1 .013 .000 .000 0 .015 3.7 1640.71 45.0 .000 .013 .000 .000 0 .015 0.001 1641.80 45.0 .000 .013 .000 .000 0 .015 1.3 1642.6 45.0 .000 R R R R WE SH CD CD CD CD CD CD CD CD CD 4 i! I l t l t l f I l t l i I I 2750.3501641.310 3 2755.8501641.350 3 2818.7701641.730 3 2835.0001641.820 3 2835.0001641.820 3 2835.0001641.820 3 1 4 0 .000 5.500 2 4 0 .000 5.500 3 4 0 .000 4.000 4 4 0 .000 3.000 5 4 0 .000 2.500 6 4 0 .000 2.000 7 4 0 .000 1.500 8 2 0 .000 7.470 9 3 0 .000 5.500 50.300 .0 .013 .015 .013 .013 .500 1655.000 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 28.000 .000 .000 .00 .000 .000 40.056 .000 .000 0 .000 1 .000 0 .000 0 1 1 1 L D 0 1 1 D D D 1 ' STORM DRAIN HYDRAULICS LINE "R^ i E I f I f I f I F) [ I [ I F I F 7 ( i I I t l E FILE: P:\126-2023\Drainage\lr.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100-YEAR STUDY A JN 126-2023 wli lr.wsw I Invert I Depth I Water ( Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fall) -I ZR (Type Ch 1007.780 I I 1606.200 5.200 I I 1611.400 I 20.30 4.14 I .27 1611.67 I I .00 I 1.53 .00 I 2.500 I I .000 .00 I 1 .0 -I- 5.650 -I- .0159 -I- -I- -I- -I- -I- .0024 -I- .01 -I- 5.20 -I- .00 -I- 1.09 -I- .013 -I- .00 .00 I- PIPE 1013.430 I I 1606.290 5.124 I I 1611.414 I 20.30 4.14 I .27 1611.68 I I .00 I 1.53 .00 I 2.500 I I .000 .00 I 1 .0 35.290 .0091 .0024 .09 .00 .00 1.28 .013 .00 .00 1- PIPE 1048.720 I I 1606.610 4.928 I I 1611.538 I 20.30 4.14 I .27 1611.80 I I .00 I 1.53 .00 i 2.500 I i .000 .00 I 1 .0 5.280 .0076 .0024 .01 4.93 .00 1.35 .013 .00 .00 PIPE 1054.000 I I 1606.650 4.901 I I 1611.551 I 20.30 4.14 I .27 1611.82 I I .00 I 1.53 .00 I 2.500 I I .000 .00 I 1 .0 r%I -i- JUNCT STR -I- 0100 -I- -I- -I- -I- -I- .0031 -I- .01 -I- 4.90 -I- .00 -I- -i- .015 -I- .00 .00 I- PIPE 1056.000 1606.670 4.940 1611.610 19.20 3.91 .24 1611.85 .00 1.49 .00 2.500 .000 .00 1 .0 -I- 5.460 -I- .0110 -I- -I- -I- -I- -I- .0022 -I- .01 -I- 4.94 -I- .00 -I- 1.17 -I- .013 -I- .00 .00 1- PIPE 1061.460 I I 1606.730 4.892 I I 1611.622 I 19.20 3.91 I .24 1611.86 I I .00 i 1.49 .00 I 2.500 I I .000 .00 I 1 .0 -I- 4.000 -I- .0300 -I- -I- -I- -I- -I- .0029 -I- .01 -I- 4.89 -I- .00 -I- .96 -I- .015 -I- .00 .00 1- PIPE 1065.460 I I 1606.850 4.795 I I 1611.645 I 19.20 3.91 I .24 1611.88 I I .00 I 1.49 .00 I 2.500 I I .000 .00 I 1 .0 -I- 1.540 -i- .0325 -I- -I- -I- -I- -i- .0022 -I- .00 -I- 4.80 -I- .00 -I- .87 -I- .013 -I- .00 .00 I- PIPE 1067.000 I I 1606.900 4.749 I I 1611.649 I 19.20 3.91 I .24 1611.89 I I .00 I 1.49 .00 I 2.500 I I .000 .00 I 1 .0 �/� -I- JUNCT STR -i- 0533 -I- -I- -I- -I- -i- .0028 -I- .01 -I- 4.75 -I- .00 -I- -I- .015 -I- .00 .00 I- PIPE 1070.000 1607.060 4.643 1611.703 18.20 3.71 .21 1611.92 .00 1.45 .00 2.500 .000 .00 1 .0 -I- 47.295 -I- .0465 -I- -I- -i- -i- -I- .0020 -I- .09 -I- 4.64 -I- .00 -I- .77 -I- .013 -i- .00 .00 1- PIPE 11 9 1 a I a .I a i a l If 1 [ 1 F 1 f 1 [ 1 [ 1 [ 1 [ 1 [ 1 t 1 9 1 t 1 � 1 FILE: P:\126-2023\Drainage\1r.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100 -YEAR STUDY JN 126-2023 wli lr.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev -I- I Depth I Width -I- IDia.-FTlor -I- I.D.1 -I- ZL -I IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE DpthlFroude -I- NINorm Dp I "N" I X-Fallt ZR IType Ch I 1117.295 i I 1609.257 2.539 -I- 1 I 1611.796 -I- I 18.20 -I- 3.71 -I- I .21 -I- I 1612.01 -I- .00 -I- I I 1.45 -I- .00 -I- I 2.500 -I- I .000 -I- .00 I 1 I- .0 -I- HY,DRAULIC -I- JUMP 1117.295 I I 1609.257 .770 I I 1610.027 I 18.20 14.18 I 3.12 I 1613.15 .00 I I 1.45 2.31 -I- I 2.500 I I .000 -i- .00 I 1 .0 -I- 69.447 -I- .0465 -I- -I- -I- -I- -I- .0465 -I- 3.23 -I- .77 -I- 3.35 .77 -I- .013 .00 .00 1- PIPE 1186.742 i I 1612.484 .770 I I 1613.253 I 18.20 14.18 I 3.12 I 1616.37 .00 I I 1.45 2.31 I 2.500 1 I .000 .00 1 1 .0 -I- 88.809 -I- .0465 -I- -I- -I- -I- -1- .0438 -I- 3.89 -I- .77 -I- 3.35 -I- .77 -I- .013 -I- .00 .00 1- PIPE 1275.551 I I 1616.609 .793 I I 1617.402 I 18.20 13.59 I 2.87 I 1620.27 .00 I I 1.45 2.33 I 2.500 I I .000 .00 I 1 .0 29.870 .0465 .0387 1.16 .79 3.16 .77 .013 .00 .00 PIPE 1305.421 i i 1617.997 .821 I I 1618.818 I 18.20 12.95 I 2.61 I 1621.42 .00 I I 1.45 2.35 I 2.500 I I .000 -I- .00 I 1 .0 -I- 16.524 -I- .0465 -I- -I- -I- -I- -I- .0339 -I- .56 -I- .82 -I- 2.95 -1- .77 -I- .013 .00 .00 1- PIPE 1321.945 I I 1618.764 .850 I I 1619.615 I 18.20 12.35 I 2.37 I 1621.98 .00 I I 1.45 2.37 I 2.500 I I .000 .00 I 1 .0 -I- 10.997 -I- .0465 -I- -I- -I- -I- -I- .0297 -I- .33 -I- .85 -I- 2.76 -I- .77 -I- .013 -I- .00 .00 1- PIPE 1332.942 I I 1619.275 .881 I I 1620.156 I 18.20 11.78 I 2.15 I 1622.31 .00 I I 1.45 2.39 I 2.500 I I .000 -I- .00 I 1 .0 -I- 8.067 -I- .0465 -I- -I- -I- -I- -I- .0260 -I- .21 -I- .88 -I- 2.58 -I- .77 -I- .013 .00 .00 I- PIPE 1341.009 I I 1619.650 .912 I I 1620.562 I 18.20 11.23 I 1.96 I 1622.52 .00 -I- I I 1.45 -I- 2.41 I 2.500 -I- I I .000 -i- .00 I 1 .0 -I- 6.134 -i- .0465 -I- -I- -I- -I- -I- .0228 -I- .14 .91 2.41 -I- .77 .013 .00 .00 1- PIPE 1347.143 I I 1619.935 .945 I I 1620.880 I 18.20 10.71 I 1.78 I 1622.66 .00 -I- I I 1.45 -I- 2.42 -I- I 2.500 -I- I i .000 -I- .00 I 1 .0 -I- 4.833 -I- .0465 -I- -I- -I- -I- -I- .0200 -I- .10 .95 2.25 .77 .013 .00 .00 1- PIPE FILE: P:\126-2023\Drainage\lr.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100 -YEAR STUDY JN 126-2023 wli lr.wsw Invert I Depth I Water I Q i Vel Vel f Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope -I- I -I- I I -I- I -I- -1- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch I 1351.976 1620.159 t .979 I I 1621.139 I 18.20 10.21 I 1.62 I 1622.76 .00 I I 1.45 2.44 I 2.500 f I .000 .00 I 1 .0 -I- 3.879 -I- .0465 -I- -I- -I- -I- -I- .0176 -I- .07 -I- .98 -I- 2.10 -I- .77 -I- .013 -I- .00 .00 I- PIPE I 1355.855 1620.340 I 1.014 I I 1621.354 I 18.20 9.73 I 1.47 I 1622.82 .00 I I 1.45 2.46 I 2.500 -1- I 1 .000 -1- .00 1 1 .0 -I- 3.115 -1- .0465 71- -1- -1- -1- -1- .0154 -1- .05 -1- 1.01 -1- 1.97 -1- .77 .013 .00 .00 1- PIPE I 1358.970 1620.484 I 1.051 I I 1621.535 I 18.20 9.28 I 1.34 I 1622.87 .00 I I 1.45 2.47 1 2.500 -I- I I .000 .00 I 1 .0 -I- 2.490 -I- .0465 -I- -I- -I- -I- -I- .0135 -I- .03 -I- 1.05 -I- 1.83 -I- .77 .013 -I- .00 .00 1- PIPE I 1361.460 1620.600 I 1.091 I I 1621.691 I 18.20 8.85 I 1.22 I 1622.91 .00 I I 1.45 2.48 i 2.500 I I .000 .00 I 1 .0 -I- 4.000 -I- .0250 -I- -I- -I- -I- -I- .0164 -I- .07 -I- 1.09 -I- 1.71 -I- .98 -I- .015 -I- .00 .00 1- PIPE I 1365.460 1620.700 I 1.109 I I 1621.809 I 18.20 8.65 I 1.16 I 1622.97 .00 I I 1.45 2.48 I 2.500 -I- I I .000 .00 I 1 .0 -I- 6.743 -I- .0170 -I- -I- -I- -I- -I- .0115 -I- .08 -I- 1.11 -I- 1.66 -I- 1.00 .013 -I- .00 .00 1- PIPE I 1372.203 1620.815 I 1.132 I I 1621.947 I 18.20 8.42 I 1.10 I 1623.05 .00 I I 1.45 2.49 I 2.500 I I .000 .00 I 1 .0 8.785 .0170 .0104 .09 1.13 1.59 1.00 .013 .00 .00 PIPE I 1380.988 1620.965 I 1.174 I I 1622.139 I 18.20 8.03 I 1.00 I 1623.14 .00 I I 1.45 2.50 I 2.500 1 I .000 .00 I 1 .0 5.975 .0170 .0092 .05 1.17 1.49 1.00 .013 .00 .00 PIPE I 1386.963 1621.067 I 1.218 I I 1622.285 I 18.20 7.66 I .91 I 1623.20 .00 I I 1.45 2.50 I 2.500 -i- I I .000 -I- .00 I 1 .0 -I- 3.988 -I- .0170 -I- -I- -I- -i- -I- .0081 -I- .03 -I- 1.22 -I- 1.38 -I- 1.00 .013 .00 .00 1- PIPE I 1390.951 1621.135 I 1.265 I I 1622.400 I 18.20 7.30 I .83 I 1623.23 .00 I I 1.45 2.50 I 2.500 I I .000 .00 i 1 .0 -I- 2.669 -I- .0170 -t- -I- -I- -I- -I- .0071 -I- .02 -I- 1.27 -I- 1.29 -I- 1.00 -I- .013 -I- .00 .00 1- PIPE FILE: P:\126-2023\Drainage\lr.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100 -YEAR STUDY JN 126-2023 wli lr.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev f (FT) I Elev f (CFS) I (FPS) Head I Grd.EI.f Elev I Depth I Width IDia.-FTfor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- -I- I i -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- -I- NINorm Dp -I- I "N" I -I- X-Fallf -I ZR (Type Ch I 1393.620 i 1621.180 1.314 I I 1622.494 I 18.20 6.96 I .75 I 1623.25 I .00 1.45 I 2.50 i 2.500 I I .000 .00 I 1 .0 JVNCT STR .0133 .0135 .02 1.31 1.20 .015 .00 .00 PIPE I 1395.120 I 1621.200 1.006 I I 1622.206 I 16.30 8.82 I 1.21 I 1623.41 I .00 1.36 I 2.45 I 2.500 I I .000 .00 I 1 .0 -I- 10.345 -I- .0167 -I- -I- -I- -I- -I- .0132 -I- .14 -I- 1.01 -I- 1.79 .95 -I- -I- .013 -I- .00 .00 1- PIPE I 1405.465 I 1621.373 1.022 I i 1622.395 I 16.30 8.63 I 1.16 I 1623.55 I .00 1.36 I 2.46 I I 2.500 I .000 .00 I 1 .0 -I- 14.611 -I- .0167 -I- -I- -I- -I- -I- .0120 -i- .18 -I- 1.02 -I- 1.74 .95 -I- -I- .013 -I- .00 .00 1- PIPE I 1420.076 1621.6.17 I 1.059 I I 1622.676 I 16.30 8.23 I 1.05 I 1623.73 I .00 1.36 I 2.47 I I 2.500 ► .000 .00 I 1 .0 -I- 9.144 -I- .0167 -I- -I- -I- -I- -I- .0106 -I- .10 -I- 1.06 -I- 1.62 .95 -I- -I- .013 -i- .00 .00 1- PIPE I 1429.220 1621.770 I 1.099 I I 1622.869 I 16.30 7.85 I .96 I 1623.83 f .00 1.36 I 2.48 I 2.500 I i .000 .00 I 1 .0 JUNCT STR 1.10 1.51 PIPE .0133 .0161 .02 .015 .00 .00 I 1430.720 1621.790 I .910 I I 1622.700 I 13.90 8.60 I 1.15 I 1623.85 I .00 1.25 I 2.41 I 2.500 I I .000 .00 I 1 .0 -I- 5.391 -I- .0169 -I- -I- -I- -I- -I- .0141 -I- .08 -I- .91 -I- 1.85 .87 -I- -I- .013 -I- .00 .00 1- PIPE I 1436.110 1621.881 I .916 I I 1622.797 I 13.90 8.53 I 1.13 I 1623.93 I .00 1.25 1 2.41 I 2.500 I f .000 .00 I 1 .0 -I- 18.319 -I- .0169 -I- -I- -I- -I- -I- .0131 -I- .24 -I- .92 -I- 1.83 .87 -I- -I- .013 -I- .00 .00 I- PIPE I 1454.430 1622.191 I .949 I I 1623.140 I 13.90 8.13 I 1.03 I 1624.17 I .00 1.25 I 2.43 I 2.500 I I .000 .00 I 1 .0 -I- 10.957 -I- .0169 -i- -I- -I- -I- -I- .0115 -I- .13 -I- .95 -I- 1.71 .87 -I- -I- .013 -I- .00 .00 1- PIPE 1 1465.387 1622.376 I .983 I I 1623.359 I 13.90 7.75 I .93 I 1624.29 I .00 1.25 I 2.44 I 2.500 I I .000 .00 I 1 .0 -I- 7.157 -I- .0169 -I- -I- -I- -I- -i- .0101 -I- .07 -I- .98 -I- 1.59 .87 -I- -I- .013 -I- .00 .00 1- PIPE t i t I t i [ i r 1 t t FILE: P:\126-2023\Drainage\1r.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100 -YEAR STUDY JN 126-2023 wli lr.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- -I- NINorm Dp -I- I "N" -I- I X-Fa111 -I ZR IType Ch I 1472.544 I 1622.497 1.019 I I 1623.516 I 13.90 7.39 I .85 I 1624.36 .00 I 1.25 I 2.46 I 2.500 I I .000 .00 I 1 .0 -I- 4.916 -I- .0169 -I- -I- -I- -I- -I- .0089 -I- .04 -I- 1.02 1.49 -I- -I- .87 -I- .013 -I- .00 .00 I- PIPE I 1477.460 I 1622.580 1.057 I I 1623.637 I 13.90 7.05 I .77 I 1624.41 .00 I 1.25 I 2.47 -I- I 2.500 I I .000 .00 I 1 .0 -I- 2.180 -I- .0178 -I- -I- -I- -I- -I- .0079 -I- .02 -I- 1.06 1.39 -I- .86 -I- .013 -I- .00 .00 1- PIPE I 1479.640 I 1622.619 1.082 I I 1623.701 I 13.90 6.83 I .72 I 1624.42 .00 I 1.25 I 2.48 I 2.500 I I .000 .00 I 1 .0 -I- 2.413 -I- .0178 -I- -I- -I- -I- -I- .0071 -I- .02 -I- 1.08 1.33 -I- -I- .86 -I- .013 -I- .00 .00 1- PIPE I 1482.053 1622.662 I 1.122 I I 1623.784 I 13.90 6.51 I .66 I 1624.44 .00 I 1.25 I 2.49 I 2.500 I I .000 .00 I 1 .0 -I- 1.628 -I- .0178 -I- -I- -I- -I- -I- .0063 -I- .01 -I- 1.12 1.24 -I- -I- .86 -I- .013 -I- .00 .00 1- PIPE I 1483.681 1622.691 I 1.163 I I 1623.854 I 13.90 6.21 I .60 I 1624.45 .00 I 1.25 I 2.49 I 2.500 I I .000 .00 I 1 .0 -I- .843 -I- .0178 -I- -I- -I- -I- -I- .0055 -I- .00 -I- 1.16 1.15 -I- -I- .86 -I- .013 -I- .00 .00 1- PIPE I 1484.524 1622.706 I 1.207 I I 1623.913 I 13.90 5.92 I .54 I 1624.46 .00 I 1.25 I 2.50 I 2.500 I I .000 .00 I 1 .0 -I- .226 -I- .0178 -I- -I- -I- -I- -I- .0049 -I- .00 -I- 1.21 1.08 -I- -I- .86 -I- .013 -I- .00 .00 1- PIPE I 1484.750 1622.710 I 1.255 I I 1623.965 I 13.90 5.64 I .49 I 1624.46 .00 I 1.25 I 2.50 I 2.500 1 I .000 .00 I 1 .0 f` -I- /JUNCT STR -I- .0267 -I- -I- -I- -I- -I- .0040 -I- .00 -I- 1.25 1.00 -I- -I- -I- .015 -I- .00 .00 I- PIPE I 1485.500 1622.730 I 1.582 I I 1624.312 I 11.70 3.57 I .20 I 1624.51 .00 I 1.15 i 2.41 I 2.500 I I .000 .00 I 1 .0 -I- 2.972 -I- .0161 -I- -I- -I- -I- -I- .0016 -I- .00 -I- 1.58 .54 -I- -I- .81 -I- .013 -I- .00 .00 1- PIPE I 1488.472 1622.778 I 1.519 I I 1624.297 I 11.70 3.75 I .22 I 1624.52 .00 I 1.15 I 2.44 I 2.500 I i .000 .00 I 1 .0 -I- 2.601 -I- .0161 -I- -I- -I- -I- -I- .0018 -I- .00 -I- 1.52 .58 -I- -I- .81 -1- .013 -I- .00 .00 1- PIPE I i W I K f W,-. I a 1 a' 1 It 1 f 1 [ I E 1 1 1 [ 1 t 1 f 1 1 l t 1 f 1 t I [ I FILE: P:\126-2023\Drainage\lr.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100 -YEAR STUDY JN 126-2023 wli lr.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- -I- -I- DpthlFroude NINorm Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch 1491.073 I I 1622.820 I 1.460 I 1624.280 I 11.70 3.93 I .24 I 1624.52 .00 I i 1.15 2.46 I 2.500 I I .000 -I- .00 I 1 .0 -I- 2.277 -I- .0161 -I- -I- -I- -I- -I- .0021 -I- .00 -I- 1.46 -I- .63 -I- .81 -I- .013 .00 .00 I- PIPE 1493.350 I I 1622.857 1.404 I I 1624.261 I 11.70 4.12 I .26 I 1624.52 .00 I I 1.15 2.48 I 2.500 I I .000 .00 I 1 .0 -I- 1.614 -I- .0161 -I- -I- -I- -I- -I- .0024 -I- .00 -I- 1.40 -I- .68 -I- .81 -i- .013 -I- .00 .00 1- PIPE 1494.964 I I 1622.883 1.350 I I 1624.233 I 11.70 4.33 I .29 I 1624.52 .00 I I 1.15 2.49 I 2.500 I I .000 .00 i 1 .0 HYDRAULIC JUMP 1494.964 I I 1622.883 .956 I I 1623.839 I 11.70 6.78 I .71 I 1624.55 .00 I I 1.15 2.43 I 2.500 I I .000 .00 I 1 .0 -I- 3.352 -I- .0161 -I- -I- -I- -I- -I- .0079 -I- .03 -I- .96 -I- 1.42 -I- .81 -I- .013 -I- .00 .00 1- PIPE 1498.316 I I 1622.937 .991 I I 1623.928 I 11.70 6.45 I .65 I 1624.57 .00 I I 1.15 2.45 I 2.500 I I .000 .00 i 1 .0 -I- 2.476 -I- .0161 -I- -I- -I- -I- -I- .0069 -I- .02 -I- .99 -I- 1.32 -I- .81 -I- .013 -I- .00 .00 1- PIPE 1500.792 I I 1622.977 1.027 l I 1624.004 I 11.70 6.15 I .59 I 1624.59 .00 I I 1.15 2.46 I 2.500 I I .000 .00 I 1 .0 -I- 1.537 -I- .0161 -I- -I- -I- -I- -I- .0061 -I- .01 -i- 1.03 -I- 1.23 -I- .81 -I- .013 -I- .00 .00 1- PIPE 1502.329 I I 1623.002 1.065 I I 1624.067 I 11.70 5.87 I .53 I 1624.60 .00 i I 1.15 2.47 I 2.500 I I .000 .00 I 1 .0 .889 .0161 .0054 .00 1.07 1.15 .81 .013 .00 .00 PIPE 1503.218 I 1623.016 I 1.104 I I 1624.120 I 11.70 5.59 I .49 I 1624.61 .00 -I- I I 1.15 -I- 2.48 I 2.500 -I- I I .000 -I- .00 I 1 .0 -I- .242 -I- .0161 -I- -I- -I- -I- -I- .0047 -I- .00 1.10 1.07 -t- .81 .013 .00 .00 1- PIPE 1503.460 I I 1623.020 1.147 I I 1624.167 I 11.70 5.33 I .44 I 1624.61 .00 I I 1.15 2.49 I 2.500 I I .000 .00 I 1 .0 1 JUNCT STR .0167 1.15 1.00 .015 .00 .00 PIPE FILE: P:\126-2023\Drainage\lr.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100 -YEAR STUDY JN 126-2023 wli lr.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev -I- I Depth I Width -I- IDia.-FTIor I.D.1 -I- ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE DpthlFroude -1- NINorm Dp -I- I "N" I X -Fall) -I ZR (Type Ch I I I 1510.040 f 1623.130 I .346 I 1623.476 I 2.20 5.35 I .44 I 1623.92 .00 I .48 1.73 I 2.500 I I .000 .00 1 .0 -I- 3.000 -I- .0167 -I- -I- -I- -I- -I- .0169 -I- .05 -I- .35 -I- 1.93 -I- .35 -I- .013 -I- .00 .00 1- PIPE I 1513.040 I 1623.180 I .346 I 1623.526 I 2.20 5.35 I .44 I 1623.97 .00 I I .48 1.73 -I- I 2.500 I f .000 -I- .00 I 1 .0 -I- 7.397 -I- .0170 -I- -I- -I- -I- -I- .0168 -I- .12 -I- .35 -I- 1.93 .35 -I- .013 .00 .00 1- PIPE I 1520.437 I 1623.305 I .347 I 1623.652 I 2.20 5.33 I .44 I 1624.09 .00 I I .48 1.73 -I- i 2.500 I I .000 -I- .00 I 1 .0 -I- 22.169 -I- .0170 -I- -I- -I- -I- -I- .0156 -I- .35 -I- .35 -I- 1.92 .35 -I- .013 .00 .00 1- PIPE I 1542.606 1623.681 I .358 I I 1624.039 I 2.20 5.08 I .40 I 1624.44 .00 I I .48 1.75 I 2.500 I I .000 .00 I 1 .0 -I- 7.385 -I- .0170 -I- -I- -I- -I- -I- .0137 -I- .10 -I- .36 -I- 1.80 -I- .35 -I- .013 -I- .00 .00 1- PIPE I 1549.991 1623.807 I .370 1 I 1624.177 I 2.20 4.84 I .36 I 1624.54 .00 -I- I I .48 1.78 I 2.500 -I- I I .000 -I- .00 I 1 .0 -I- 3.995 -I- .0170 -I- -I- -I- -I- -I- .0119 -I- .05 .37 -I- 1.69 -i- .35 .013 .00 .00 1- PIPE I 1553.986 1623.874 I .383 I I 1624.257 I 2.20 4.62 I .33 I 1624.59 .00 I I .48 1.80 I 2.500 -I- t i .000 -I- .00 I 1 .0 -I- 2.615 -I- .0170 -i- -I- -I- -I- -I- .0104 -I- .03 -I- .38 -I- 1.58 -I- .35 .013 .00 .00 1- PIPE I 1556.600 1623.919 i .396 I I 1624.315 I 2.20 4.40 I .30 I 1624.62 .00 I I .48 1.83 I 2.500 I i .000 -I- .00 I 1 .0 -I- 1.827 -I- .0170 -I- -I- -I- -I- -I- .0091 -i- .02 -I- .40 -I- 1.48 -I- .35 -I- .013 .00 .00 I- PIPE I 1558.427 1623.950 I .409 I I 1624.359 f 2.20 4.20 I .27 I 1624.63 .00 I I .48 1.85 I 2.500 I i .000 -I- .00 I 1 .0 -I- 1.206 -I- .0170 -I- -I- -I- -I- -I- .0079 -I- .01 -I- .41 -I- 1.39 -I- .35 -I- .013 .00 .00 1- PIPE I 1559.633 1623.970 I .423 I I 1624.393 I 2.20 4.00 I .25 I 1624.64 .00 I I .48 1.87 t 2.500 I I .000 .00 I 1 .0 -I- .859 -i- .0170 -I- -I- -I- -I- -I- .0069 -I- .01 -I- .42 -I- 1.30 -I- .35 -I- .013 -I- .00 .00 1- PIPE f t 's 11A &A RA B It 1 t 1 f i t i [ l t f t 1 t 1 i I t l t i f I t I FILE: P:\126-2023\Drainage\lr.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 8 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-10-2005 Time:11:56:59 PARKSIDE STORM DRAIN - LINE R 0 100 -YEAR STUDY JN 126-2023 wli lr.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev l (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTior I.D.1 -I- -I- ZL IPrs/Pip -I -I- L/Elem -I- ICh Slope I -I- -I- -I- I I I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp I "N" I X-Fa111 ZR (Type Ch 1560.492 I I 1623.984 I I I .437 1624.422 2.20 3.82 I I .23 1624.65 .00 I .48 I 1.90 I I I 2.500 .000 .00 I 1 .0 -I- .509 -I- .0170 -I- -I- -I- -I- -I- -I- .0061 .00 -I- .44 -I- 1.22 .35 -I- -I- -I- .013 .00 .00 I- PIPE 1561.001 I I 1623.993 I I I .452 1624.445 2.20 3.64 I I .21 1624.65 .00 I .48 I 1.92 I I I 2.500 .000 .00 I 1 .0 -I- .316 -I- .0170 -I- -I- -I- -I- -I- -I- .0053 .00 -I- .45 -I- 1.14 .35 -I- -I- -I- .013 .00 .00 1- PIPE 1561.317 i I 1623.999 I I I .467 1624.466 2.20 3.47 I I .19 1624.65 .00 I .48 I 1.95 I i I 2.500 .000 .00 i 1 .0 -I- .083 -I- .0170 -I- -I- -I- -I- -I- -I- .0046 .00 -I- .47 -I- 1.07 -i- .35 -I- -I- .013 .00 .00 1- PIPE WALL ENTRANCE 1561.400 I 1624.000 I I I I .485 1624.485 2.20 3.29 I I .17 1624.65 .00 I .48 I 1.98 I I 1 2.500 .000 .00 1 0 .0 -I- -I- -I- -I- -I- C -I- -I- -I- -I- -I- -I- -I- -I- I- FILE: P:\126-2023\Drainage\lr.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4-10-2005 Time:11:56:54 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 0 3.000 CD 2 4 1 2.500 CD 3 4 0 2.000 CD 4 4 0 1.500 CD 5 2 0 .000 8.000 14.000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PARKSIDE STORM DRAIN - LINE R 0 HEADING LINE NO 2 IS - 100 -YEAR STUDY HEADING LINE NO 3 IS - JN 126-2023 wli lr.wsw W S P G W 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 1007.780 1606.200 2 1611.400 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1013.430 1606.290 2 .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 1606.610 2 .013 45.000 44.933 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1054.000 1606.650 2 .013 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1056.000 1606.670 2 4 0 .015 1.100 .000 1607.040 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1061.460 1606.730 2 .013 .000 .000 .000 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1065.460 1606.850 2 .015 .000 .000 .000 1 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1067.000 1606.900 2 .013 .000 .000 .000 0 ELEMENT NO 9 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1070.000 1607.060 2 4 0 .015 1.000 .000 1608.200 .000 45.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1361.460 1620.600 2 .013 .000 .000 .000 0 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH I a I It 1 f- ) t i E l t" 1 t l i I i t 1 t i t i f t t 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1365.460 1620.700 2 .015 .000 .000 .000 1 ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1393.620 1621.180 2 .013 .000 .000 .000 0 ELEMENT NO 13 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1395.120 1621.200 2 4 0 .015 1.900 .000 1621.830 .000 40.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1429.220 1621.770 2 .013 .000 .000 .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 1430.720 1621.790 2 4 0 .015 2.400 .000 1622.620 .000 40.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1477.460 1622.580 2 .013 .000 .000 .000 0 ELEMENT NO 17 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1484.750 1622.710 2 .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 1485.500 1622.730 2 4 0 .015 2.200 .000 1623.390 .000 31.000 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 4 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 19 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1503.460 1623.020 2 .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 1510.040 1623.130 2 3 0 .015 9.500 .000 1623.360 .000 35.100 .000 RADIUS ANGLE .000 .000 ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1513.040 1623.180 2 .013 .000 .000 .000 0 ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1561.400 1624.000 2 .013 .000 .000 .000 0 ELEMENT NO 23 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1561.400 1624.000 2 .500 ELEMENT NO 24 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1561.400 1624.000 2 1632.000 Cs Kj 6-12 i t a I 1632.000 CD 1 I i t f 1 T1 PARKSIDE STORM DRAIN - LINE R .000 .00 0 2 4 T2 100 -YEAR STUDY 2.500 .000 .000 .000 .00 CD 3 4 T3 JN 126-2023 wli .000 lr.wsw .000 .00 CD 4 SO 1007.7801606.200 2 1.500 .000 .000 1611.400 .00 iCD 5 R 1013.4301606.290 2 8.000 .013 .000 .000 .000 .000 0 R 1048.7201606.610 2 .0 .013 44.933 .000 0 R 1054.0001606.650 2 .013 .000 .000 0 JX 1056.0001606.670 2 4 .015 1.1 1607.04 45.0 .000 R 1061.4601606.730 2 .013 .000 .000 0 R 1065.4601606.850 2 .015 .000 .000 1 R 1067.0001606.900 2 .013 .000 .000 0 JX 1070.0001607.060 2 4 .015 1.0 1608.2 45.0 .000 R-. 1361.4601620.600 2 .013 .000 .000 0 R 1365.4601620.700 2 .015 .000 .000 1 R 1393.6201621.180 2 .013 .000 .000 0 JX 1395.1201621.200 2 4 .015 1.9 1621.83 40.0 .000 R 1429.2201621.770 2 .013 .000 .000 0 JX 1430.7201621.790 2 4 .015 2.4 1622.62 40.0 .000 R 1477.4601622.580 2 .013 .000 .000 0 R 1484.7501622.710 2 .013 .000 .000 0 JX 1485.5001.622.730 2 4 .015 2.2 1623.39 31.0 .000 R 1503.4601623.020 2 .013 .000 .000 0 JX 1510.0401623.130 2 3 .015 9.5 1623.36 35.1 .000 R 1513.0401623.180 2 .013 .000 .000 0 R 1561.4001624.000 2 .013 .000 .000 0 WE 1561.4001624.000 2 SH 1561.4001624.000 2 1632.000 CD 1 4 0 .000 3.000 .000 .000 .000 .00 CD 2 4 1 .000 2.500 .000 .000 .000 .00 CD 3 4 0 .000 2.000 .000 .000 .000 .00 CD 4 4 0 .000 1.500 .000 .000 .000 .00 iCD 5 2 0 .000 8.000 14.000 .000 .000 .00 Q 2.200 .0 [1 [1 LINE "C" I [ l i 1 9 1 1 1 f 1 C 1 [ 1 C 1 t 1 C 1 st I FILE: P:\126-2023\Drainage\lnc.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 7:13:48 SD -LINE C Q100 --LINE C NORTH OF ICON JN 126-2023 wli lnc.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope -I- I -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fa111 ZR -I (Type Ch **r*+*+**f+*******+f+*�*+*�+I�**�**��+I��•**�*+FIs*+**+*I*�**��*I**+***+**I++*:***I**r*+.*�+1�**�*+�*I**+**+*1*�*****l�*��• I I i I I*+++a�* I I 1004.000 1632.460 I 3.440 I t 1635.900 I 32.90 4.65 I .34 I 1636.24 .00 I 1.86 .00 3.000 -I- .000 -I- .00 0 .0 -i- 15.080 -i- .0139 -I- -I- -I- -I- -I- .0024 -I- .04 -I- 3.44 -I- .00 -I- 1.35 .013 .00 I .00 I- PIPE I I 1019.080 1632.670 I 3.267 I I 1635.937 I 32.90 4.65 I .34 I 1636.27 .00 I I 1.86 -I- .00 I 3.000 -I- I .000 -I- .00 0 .0 -I- 24.540 -I- .0139 -I- -I- -I- -I- -i- .0024 -I- .06 -I- .00 .00 -I- 1.35 .013 .00 .00 1- PIPE I 1043.620 1633.010 I 3.026 I I 1636.036 I 32.90 4.65 I .34 I 1636.37 .00 I I 1.86 .00 I 3.000 I I .000 .00 I 0 .0 ' STR PIPE JUNCT .0133 .0032 .00 .00 .00 .015 .00 .00 I 1045.120 1633.0:30 I 3.035 I I 1636.065 I 32.30 4.57 I .32 I 1636.39 .00 I I 1.84 .00 I 3.000 I I .000 .00 I 0 .0 3.975 .0149 .0023 .01 .00 .00 1.31 .013 .00 .00 PIPE I 1049.095 1633.089 I 3.000 I I 1636.089 I 32.30 4.57 I .32 I 1636.41 3.00 I 1.84 -I- I .00 I 3.000 -I- I I .000 -I- .00 I 0 .0 -I- 9.435 -I- .0149 -I- -I- -I- -I- -I- .0022 -I- .02 -I- 3.00 .00 -i- 1.31 .013 .00 .00 1- PIPE I 1058.530 1633.230 I 2.869 I I 1636.099 I 32.30 4.64 I .33 I 1636.43 .00 I 1.84 I 1.23 i 3.000 I I .000 .00 I 0 .0 C-I- `�JUNCT STR -I- .0100 -I- -I- -I- -I- -I- .0025 -I- .01 -I- 2.89 -I- .34 -I- -I- .015 -I- .00 .00 I- PIPE I 1060.530 1633.250 I 3.005 I I 1636.255 I 28.00 3.96 I .24 I 1636.50 .00 I 1.71 I .00 I 3.000 I 1 .000 -I- .00 1 0 .0 -I- .919 -I- .0142 -I- -I- -I- -i- -I- .0017 -I- .00 -I- .00 -I- .00 -1- 1.23 -I- .013 .00 .00 I- PIPE i 1061.449 1633.263 i 3.000 I I 1636.263 I 28.00 3.96 I .24 I 1636.51 3.00 I 1.71 -I- 1 .00 I 3.000 -I- I I .000 -I- .00 i 0 .0 -I- 4.731 -I- .0142 -I- -I- -I- -i- -I- .0017 -I- .01 -I- 3.00 .00 -I- 1.23 .013 .00 .00 1- PIPE I 1066.180 1633.330 I 2.937 I I 1636.267 I 28.00 3.98 I .25 I 1636.51 .00 I 1.71 -I- I .86 I 3.000 I I .000 .00 I 0 .0 -I- 17.076 -I- .0139 -I- -I- -I- -I- -I- .0016 -I- .03 -I- 2.94 .24 -I- 1.24 -I- .013 -I- .00 .00 1- PIPE a s a s a .! a I a If I t 1 t A t A t I f 1 t'1 t-1 t 1 t 1 If I FILE: P:\126-2023\Drainage\lnc.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 7:13:48 SD -LINE C Q100 --LINE C NORTH OF ICON JN 126-2023 wli lnc.wsw ( Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -i- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch 1083.256 I I 1633.567 I 2.702 I 1636.270 i 28.00 4.18 I .27 I 1636.54 .00 I 1.71 I 1.79 I 3.000 I I .000 .00 I 0 .0 -I- ,,10.565 -I- .0139 -I- -I- -I- -I- -I- .0016 -I- .02 -I- 2.70 -I- .38 -I- 1.24 -I- .013 -I- .00 .00 1- PIPE 1093.822 I I 1633.714 I 2.545 I 1636.259 I 28.00 4.38 I .30 I 1636.56 .00 I 1.71 I 2.15 I 3.000 -I- I I .000 .00 I 0 .0 -I- 3.288 -I- .0139 -I- -I- -I- -I- -I- .0017 -I- .01 -I- 2.55 -I- .45 -I- 1.24 .013 -I- .00 .00 1- PIPE 1097.110 I I 1633.760 I 2.494 I 1636.254 I 28.00 4.46 I .31 I 1636.56 .00 I 1.71 I 2.25 I 3.000 I I .000 .00 I 0 .0 -I- 7.706 -I- .0140 -I- -I- -I- -I- -I- .0018 -I- .01 -I- 2.50 -I- .47 -I- 1.23 -I- .013 -I- .00 .00 1- PIPE 1104.816 I I 1633.8.68 2.369 I I 1636.237 I 28.00 4.68 i .34 I 1636.58 .00 I 1.71 I 2.45 I 3.000 I I .000 .00 I 0 .0 -I- 3.227 -I- .0140 -I- -I- -I- -I- -I- .0019 -I- .01 -I- 2.37 -I- .53 -I- 1.23 -I- .013 -I- .00 .00 1- PIPE 1108.043 I 1633.913 I 2.314 I I 1636.228 i 28.00 4.79 I .36 I 1636.58 .00 I 1.71 I 2.52 I 3.000 I I .000 .00 I 0 .0 HYDRAULIC JUMP 1108.043 I 1633.913 I 1.238 I I 1635.151 I 28.00 10.17 I 1.61 I 1636.76 .01 I 1.71 I 2.95 I 3.000 I I .000 .00 I 0 .0 -I- 53.637 -I- .0140 -I- -I- -I- -I- -I- .0136 -I- .73 -I- 1.25 -I- 1.86 -i- 1.23 -I- .013 -I- .00 .00. 1- PIPE 1161.680 I 1634.667 I 1.249 I I 1635.916 I 28.00 10.05 I 1.57 I 1637.48 .01 I 1.71 I 2.96 I 3.000 I i .000 .00 I 0 .0 -I- 65.740 -I- .0140 -I- -i- -I- -I- -I- .0126 -I- .83 -I- 1.26 -I- 1.82 -I- 1.23 -I- .013 -I- .00 .00 I- PIPE 1227.420 I 1635.590 I 1.295 I I 1636.885 I 28.00 9.58 I 1.43 I 1638.31 .00 I 1.71 I 2.97 i 3.000 I I .000 .00 I 0 .0 -I- 23.648 -I- .0140 -I- -I- -I- -I- -I- .0112 -I- .26 -I- 1.30 -I- 1.70 -I- 1.23 -I- .013 -I- .00 .00 1- PIPE 1251.068 i 1635.922 i 1.334 I I 1637.256 I 28.00 9.21 I 1.32 I 1638.57 .00 i 1.71 I 2.98 I 3.000 I I .000 .00 I 0 .0 -I- 17.000 -i- .0140 -I- -I- -I- -I- -I- .0099 -I- .17 -I- 1.33 -I- 1.61 -I- 1.23 -I- .013 -I- .00 .00 1- PIPE E E r a j a a! E I t 1 f 1 t I t I t l t I t l t l t 1 t l t l t t f 1 FILE: P:\126-2023\Drainage\lnc.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 7:13:48 SD-LINE C Q100--LINE C NORTH OF ICON JN 126-2023 wli lnc.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super 1CriticalIFlow Top[Height/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width 1Dia.-FTIor I.D.1 -I- ZL 1Prs/Pip -I -i- -i- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthIFroude -I- NINorm -I- Dp -I- I "N" I X-Fa111 ZR (Type Ch I I I 1268.068 I 1636.160 I 1.384 I 1637.545 I 28.00 8.78 I 1.20 I 1638.74 .00 I I 1.71 2.99 I 3.000 I .000 -I- .00 0 .0 -I- 10.662 -I- .0140 -I- -I- -I- -I- -I- .0087 -I- .09 -I- 1.38 -I- 1.50 -I- 1.23 -I- .013 .00 .00 1- PIPE I 1278.730 I 1636.310 I 1.436 I 1637.747 I 28.00 8.37 I 1.09 I 1638.84 .15 I I 1.71 3.00 -I- I I 3.000 I .000 -I- .00 I 0 .0 -I- 6.730 -I- .0134 -I- -I- -I- -I- -I- .0078 -I- .05 -I- 1.58 -I- 1.40 1.25 -I- .013 .00 .00 1- PIPE I 1285.460 I 1636.400 I 1.481 I 1637.881 I 28.00 8.05 I 1.01 I 1638.89 .00 I I 1.71 3.00 I I 3.000 I .000 .00 I 0 .0 JUNCT STR .0107 .0107 .13 1.62 1.32 .015 .00 .00 PIPE I 1297.640 I 1636.530 I 1.379 I 1637.909 I 26.80 8.45 I 1.11 I 1639.02 .15 I I 1.67 2.99 I I 3.000 I .000 .00 I 0 .0 -I- 5.154 -I- .0100 -I- -I- -I- -I- -I- .0086 -I- .04 -I- 1.53 -I- 1.45 -I- 1.32 -I- .013 -I- .00 .00 1- PIPE I 1302.794 I 1636.582 1.385 I I 1637.967 I 26.80 8.40 i 1.10 I 1639.06 .15 I I 1.67 2.99 I I 3.000 I .000 -I- .00 I 0 .0 -I- 23.721 -I- .0100 -I- -I- -i- -I- -I- .0080 -I- .19 -I- 1.53 -I- 1.43 -I- 1.32 -i- .013 .00 .00 1- PIPE I 1326.515 i 1636.819 1.437 I I 1638.256 I 26.80 8.01 I 1.00 I 1639.25 .13 I I 1.67 3.00 I I 3.000 I .000 -I- .00 I 0 .0 -i- 12.324 -I- .0100 -I- -I- -I- -I- -I- .0070 -I- .09 -I- 1.57 -I- 1.34 -I- 1.32 -1- .013 .00 .00 1- PIPE i 1338.839 I 1636.942 I 1.491 I 1638.433 I 26.80 7.64 I .91 I 1639.34 .12 I I 1.67 3.00 I I 3.000 -I- I .000 -I- .00 I 0 .0 -I- 6.655 -I- .0100 -I- -I- -I- -1- -I- .0062 -I- .04 -i- 1.61 -I- 1.24 -I- 1.32 .013 .00 .00 I- PIPE I 1345.494 I 1637.009 1.548 I I 1638.557 I 26.80 7.28 I .82 I 1639.38 .11 -I- I I 1.67 3.00 I I 3.000 -I- I .000 -I- .00 I 0 1- .0 -I- 3.271 -i- .0100 -I- -I- -I- -I- -I- .0055 -I- .02 1.66 -I- 1.16 -I- 1.32 .013 .00 .00 PIPE I 1348.765 1637.041 I 1.608 I I 1638.649 I 26.80 6.94 I .75 I 1639.40 .10 I I 1.67 2.99 I I 3.000 -I- I .000 -I- .00 I 0 .0 -I- .875 -I- .0100 -I- -I- -I- -I- -I- .0048 -I- .00 -I- 1.71 -I- 1.08 -I- 1.32 .013 .00 .00 1- PIPE i t [ a [ i t 1 I t 1 t I i FILE: P:\126-2023\Drainage\lnc.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 7:13:48 SD -LINE C Q100 --LINE C NORTH OF ICON JN 126-2023 wli lnc.wsw Invert ( Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev 1 (FT) I Elev 1 (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch ��*****I***+*****I►***+***I********>I***�****+I**�*�*�1*******I**s��***�I***a�**I***r*��+I***+****I*+*��*�I*******I*+**r 1*+**��* I I I I I I I I I I I I I 1349.640 1637.050 1.673 1638.723 26.80 6.62 .68 1639.40 .00 1.67 2.98 3.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- CT STR .0100 .0041 .02 1.67 1.00 .015 .00 .00 PIPE I I I I I I I I I I I i I .640 1637.100 2.129 1639.229 23.40 4.36 .30 1639.52 .00 1.56 2.72 3.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -i- 1- 7.442 .0100 .0018 .01 2.13 .55 1.23 .013 .00 .00 PIPE I I I I I i I I I I I I I 1362.082 1637.174 2.038 1639.213 23.40 4.58 .33 1639.54 .00 1.56 2.80 3.000 .000 .00 0 .0 3.548 .0100 .0020 .01 2.04 .60 1.23 .013 .00 .00 PIPE I I I I I I I I I I I I I 1365.630 1637.210 1.993 1639.203 23.40 4.69 .34 1639.54 .09 1.56 2.83 3.000 .000 .00 0 .0 -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- 1- 2.194 .0099 .0021 .00 2.08 .62 1.23 .013 .00 .00 PIPE I I I I i I I I I I I I i 1367.824 1637.232 1.961 1639.193 23.40 4.78 .35 1639.55 .09 1.56 2.85 3.000 .000 .00 0 .0 HYDRAULIC JUMP I I I I I I I I I I I I I 1367.824 1637.232 1.209 1638.441 23.40 8.77 1.20 1639.64 .31 1.56 2.94 3.000 .000 .00 0 .0 33.156 .0099 .0105 .35 1.52 1.62 1.23 .013 .00 .00 PIPE I I I I I I t I I I I I Is. 1400.980 1637.560 1.209 1638.769 23.40 7.30 .83 1639.60 .00 1.43 3.67 4.000 .000 .00 0 .0 6.860 .0102 .0064 .04 1.21 1.38 1.09 .013 .00 .00 PIPE i I I I I I I I I I I I I 1407.840 1637.630 1.241 1638.871 23.40 7.04 .77 1639.64 .00 1.43 3.70 4.000 .000 .00 0 .0 -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 6.012 .0102 .0057 .03 1.24 1.31 1.09 .013 .00 .00 PIPE I I I I I I I I I I I i i 1413.853 1637.691 1.284 1638.975 23.40 6.71 .70 1639.68 .00 1.43 3.73 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 3.394 .0102 .0050 .02 1.28 1.22 1.09 .013 .00 .00 PIPE I f I [ 1 t,- I F l r I[ l [ 1 t i F l [ I FILE: P:\126-2023\Drainage\lnc.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 7:13:48 SD -LINE C Q100 --LINE C NORTH OF ICON JN 126-2023 wli lnc.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Ave) HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I i I I I I I I I I i I I 1417.246 1637.726 1.330 1639.056 23.40 6.40 .64 1639.69 .00 1.43 3.77 4.000 .000 .00 0 .0 -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 1.867 .0102 .0044 .01 1.33 1.15 1.09 .013 .00 .00 PIPE I I I I I I I I I I I I I 1419.113 1637.745 1.377 1639.122 23.40 6.10 .58 1639.70 .00 1.43 3.80 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .517 .0102 .0038 .00 1.38 1.07 1.09 .013 .00 .00 PIPE WALL ENTRANCE I I I I I I I I I I I 1 1 1419.630 1637.750 1.428 1639.178 23.40 5.81 .52 1639.70 .00 1.43 3.83 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- a I VI W I a j 9 1 [ 1 [ A 11 U 1 L 1 C 1 f 1 V. 7 11 I l F t 1 FILE: P:\126-2023\Drainage\lnc.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4-11-2005 Time: 7:13:44 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.500 28.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE C HEADING LINE NO 2 IS - Q100 --LINE C NORTH OF ICON HEADING LINE NO 3 IS - JN 126-2023 wli lnc.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1004.000 1632.460 4 1635.900 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.080 1632.670 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 1043.620 1633.010 4 .013 44.314 31.729 .000 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1045.120 1633.030 4 7 0 .015 .600 .000 1633.800 .000 59.200 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1058.530 1633.230 4 .013 47.779 16.081 .000 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1060.530 1633.250 4 6 0 .015 4.300 .000 1634.000 .000 36.500 .000 RADIUS ANGLE .000 .000 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1066.180 1633.330 4 .013 38.233 8.467 .000 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1097.110 1633.760 4 .013 .000 .000 .000 0 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1227.420 1635.590 4 .013 787.991 9.475 .000 0 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H . 117 1 1 1 1 1 [ 1 I[ 1 11 [ I t I I I[ I t I 1 t 1278.730 1636.310 4 .013 .000 .000 .000 0 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1285.460 1636.400 4 .013 44.999 8.569 .000 0 ELEMENT NO 12 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1297.640 1636.530 4 6 0 .015 1.200 .000 1637.600 .000 14.500 .000 RADIUS ANGLE .000 .000 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1349.640 1637.050 4 .013 45.000 66.208 .000 0 ELEMENT NO 14 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 QQ (1354.640 1637.1Q0 446 6 -71 .015 2.300 1.100 1637.600 RADIUS 1637.600 ANGLE -53.500 61.200 .000 .000 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1365.630 1637.210 4 .013 .000 .000 .000 0 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1400.980 1637.560 4 .013 22.500 90.018 .000 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 17 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1419.630 1637.750 3 .013 .000 .000 .000 0 ELEMENT NO 18 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1419.630 1637.750 3 .500 ELEMENT NO 19 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1419.630 1637.750 3 1655.000 i E i E l E l E I F 1 E 1 E I E I E l T1 SD -LINE C T2 Q100 --LINE C NORTH OF ICON T3 JN 126-2023 wli lnc.wsw SO 1004.0001632.460 4 1635.900 R 1019.0801632.670 4 .013 .000 .000 0 R 1043.6201633.010 4 .013 31.729 .000 0 JX 1045.1201633.030 4 7 .015 0.60 1633.80 59.2 .000 R 1058.5301633.230 4 .013 16.081 .000 0 JX 1060.5301633.250 4 6 .015 4.30 1634.00 36.5 .000 R 1066.1801633.330 4 .013 8.467 .000 0 R 1097.1101633.760 4 .013 .000 .000 0 R 1227.4201635.590 4 .013 9.475 .000 0 R 1278.7301636.310 4 .013 .000 .000 0 R 1285.4601636.400 4 .013 8.569 .000 0 JX 1297.6401636.530 4 6 .015 1.2 1637.6 14.5 .000 R 1349.6401637.050 4 .013 66.208 .000 0 JX 1354.6401637.100 4 6 6.015 2.300 1.1001637.6001637.600-53.5 61.2 .000 R 1365.6301637.210 4 .013 .000 .000 0 R 1400.9801637.560 4 .013 90.018 .000 0 R 1419.6301637.750 3 .013 .000 .000 0 WE 1419.6301637.750 3 .500 SH 1419.6301637.750 3 1655.000 CD 1 4 0 .000 5.500 .000 .000 .000 .00 CD 2 4 0 .000 5.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.000 .000 .000 .000 .00 CD 5 4 0. .000 2.500 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 1.500 .000 .000 .000 .00 CD 8 2 0 .000 7.470 2.000 .000 .000 .00 CD 9 3 0 .000 5.500 28.000 .000 .000 .00 Q 23.400 .0 LATERALS 11` 1 a I 9A 1-,1 9 1 t 1 f l t l t 1 t i I i f l r 1 t,I [ 1 C i t i t 1 FILE: P:\126-2023\Drainage\E1.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:50 SD -LINE E Q100 --LAT El ICON SD JN 126-2023 wli El.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) 1 Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth 1 Width IDia.-FTior I.D.1 -I- ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fall► ZR -I (Type Ch *++��***I****+,r*+*I�,t******I**+******I***r**.++I*+s*�*�Ir***,r**I**s�***�*I�******I********I�**,t+***I**r*«�*I*�+****I+�+*+ I****�,r• 1005.940 I I 1616.410 .217 I I 1616.627 I 1.20 6.51 I .66 i 1617.29 .00 I .38 I 1.24 I 2.000 I I .000 .00 I 0 .0 -I- 3.061 -I- .0564 -I- -i- -I- -I- -I- .0434 -I- .13 -I- .22 -I- 2.98 -I- .21 -I- .013 -I- .00 .00 I- PIPE 1009.001 I I 1616.583 .222 I I 1616.805 I 1.20 6.26 I .61 I 1617.41 .00 I .38 I 1.26 I 2.000 I I .000 .00 I 0 .0 -I- 2.626 -I- .0564 -i- -I- -i- -I- -I- .0384 -I- .10 -I- .22 -I- 2.83 -I- .21 -I- .013 -I- .00 .00 1- PIPE 1011.628 I I 1616.731 .230 I I 1616.961 I 1.20 5.97 1 .55 I 1617.52 .00 I .38 -I- I 1.28 I 2.000 I I .000 -I- .00 I 0 .0 -I- 1.891 -i- .0564 -I- -I- -I- -I- -I- .0335 -I- .06 -I- .23 2.65 -I- .21 -I- .013 .00 .00 1- PIPE 1013.519 I I 1616.%38 .237 I I 1617.075 I 1.20 5.70 I .50 I 1617.56 .00 i .38 I 1.29 I 2.000 i I .000 .00 i 0 .0 -I- 1.388 -I- .0564 -I- -I- -I- -I- -I- .0292 -I- .04 -I- .24 -I- 2.49 -I- .21 -I- .013 -I- .00 .00 1- PIPE 1014.907 I 1 1616.916 .245 I I 1617.161 I 1.20 5.43 I .46 I 1617.62 .00 I .38 -I- I 1.31 I 2.000 I I .000 -I- .00 I 0 .0 -I- 1.087 -I- .0564 -I- -I- -I- -I- -I- .0255 -I- .03 -I- .25 2.33 .21 -I- -I- .013 .00 .00 1- PIPE 1015.994 I I 1616.977 .253 I I 1617.230 I 1.20 5.18 1 .42 I 1617.65 .00 I .38 I 1.33 I 2.000 I I .000 .00 I 0 .0 -I- .844 -I- .0564 -I- -I- -I- -I- -I- .0223 -I- .02 -I- .25 -I- 2.19 .21 -I- -I- .013 -I- .00 .00 1- PIPE 1016.838 I I 1617.025 .262 I I 1617.287 I 1.20 4.94 I .38 I 1617.67 .00 I .38 I 1.35 I 2.000 I I .000 .00 I 0 .0 -I- .687 -1- .0564 -I- -I- -I- -I- -I- .0195 -I- .01 -I- .26 -I- 2.05 .21 -i- -I- .013 -I- .00 .00 I- PIPE 1017.525 I I 1617.064 .271 I I 1617.335 I 1.20 4.71 I .34 I 1617.68 .00 i .38 I 1.37 I 2.000 I I .000 .00 i 0 .0 -I- .565 -I- .0564 -I- -I- -I- -I- -I- .0170 -I- .01 -I- .27 -1- 1.92 .21 -I- -I- .013 -I- .00 .00 1- PIPE 1018.090 I 1 1617.096 .280 I I 1617.376 I 1.20 4.49 1 .31 I 1617.69 .00 I .38 i 1.39 I 2.000 I I .000 -i- .00 I 0 .0 -I- .467 -I- .0564 -I- -I- -I- -I- -I- .0148 -I- .01 -I- .28 -I- 1.80 .21 -I- -1- .013 .00 .00 1- PIPE it I a i [ 1 [ l [ i [ l [ 1 [ l [ 1 [ 1 [ l [ 1 [ 1 !, i FILE: P:\126-2023\Drainage\E1.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:50 SD -LINE E Q100 --LAT El ICON SD JN 126-2023 wli El.wsw I Invert i Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/1Base WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" -I- I X-Fall1 -I ZR (Type Ch +**+**�**I�,t*****�*I+,r******I****a*+**Ir*�*+**�*I***�*,r*1*,r*****I**�*�*�*.I,r,r*****I.+�*•***I**+*+�**I+**+***I*+++.++I*r**• I***++r,r i 1018.557 I 1617.122 I .289 I 1617.411 I 1.20 4.28 I .28 I 1617.70 .00 I .38 I 1.41 I 2.000 I I .000 .00 I 0 .0 -I- .364 -I- .0564 -I- -I- -i- -I- -I- .0129 -i- .00 -I- .29 -I- 1.69 -I- .21 -I- .013 -I- .00 .00 1- PIPE I 1018.922 I 1617.142 I .299 i 1617.442 I 1.20 4.08 I .26 I 1617.70 .00 I .38 I 1.43 I 2.000 I I .000 .00 I 0 .0 -I- .299 -I- .0564 -I- -I- -I- -I- -I- .0113 -I- .00 -I- .30 -I- 1.58 -I- .21 -I- .013 -I- .00 .00 1- PIPE I I 1019.221 I 1617.159 I .309 I 1617.468 I 1.20 3.89 I .23 I 1617.70 .00 I .38 I 1.45 I 2.000 I I .000 .00 0 .0 -I- .244 -I- .0564 -I- -I- -I- -I- -I- .0099 -i- .00 -I- .31 -I- 1.48 -I- .21 -I- .013 -I- .00 .00 1- PIPE I 1019.465 I 1617.173 I .319 i 1617.492 I 1.20 3.71 I .21 I 1617.71 .00 I .38 I 1.46 I 2.000 I I .000 .00 I 0 .0 -t- .176 -I- .0564 -I- -i- -I- -I- -I- .0086 -I- .00 -I- .32 -I- 1.39 -I- .21 -I- .013 -I- .00 .00 1- PIPE I 1019.641 1617.183 I .330 I I 1617.513 I 1.20 3.54 1 .19 I 1617.71 .00 I .38 I 1.48 I 2.000 I I .000 .00 I 0 .0 -I- .136 -I- .0564 -I- -i- -I- -I- -I- .0075 -I- .00 -I- .33 -I- 1.30 -I- .21 -I- .013 -I- .00 .00 1- PIPE I 1019.777 1617.191 I I .341 I 1617.532 I 1.20 3.37 1 .18 I 1617.71 .00 I .38 I 1.50 I 2.000 I I .000 .00 I 0 .0 -I- .101 -I- .0564 -i- -I- -I- -I- -I- .0066 -I- .00 -I- .34 -I- 1.22 -I- .21 -I- .013 -i- .00 .00 1- PIPE I 1019.878 1617.196 I I .352 I 1617.548 I 1.20 3.21 I .16 I 1617.71 .00 I .38 I 1.52 I 2.000 I I .000 .00 I 0 .0 -I- .051 -I- .0564 -I- -I- -I- -I- -I- .0057 -I- .00 -I- .35 -I- 1.14 -I- .21 -I- .013 -I- .00 .00 I- PIPE I 1019.929 1617.199 I .364 I I 1617.563 I 1.20 3.07 I .15 I 1617.71 .00 I .38 I 1.54 I 2.000 I I .000 .00 I 0 .0 -I- .011 -I- .0564 -I- -I- -I- -I- -I- .0050 -I- .00 -i- .36 -I- 1.07 -I- .21 -I- .013 -I- .00 .00 1- PIPE i 1019.940 1617.200 I .378 I I 1617.578 I 1.20 2.91 I .13 I 1617.71 .00 I .38 I 1.57 I 2.000 I I .000 .00 I 0 .0 WALL ENTRANCE a! It i It I It � j a I t t t l [ 1 V [ 1 9 1 1 1 [ 1 r 1 t, 1 [ 1 E 1 t i t i FILE: P:\126-2023\Drainage\E1.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:50 SD -LINE E Q100 --LAT E1 ICON SD JN 126-2023 wli El.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL (Prs/Pip -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I I I I I I I I I I I 1019.940 1617.200 .566 1617.766 1.20 .30 .00 1617.77 .00 .10 7.00 7.020 7.000 .00 0 .0 -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- I KA CrI o f t t f 1[ l t l i l V 1 r i t 1 t i t 1 E l[ - i t I t 1 FILE: P:\126-2023\Drainage\El.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 8:14:46 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 7.020 7.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E HEADING LINE NO 2 IS - Q100 --LAT E1 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli El.wsw W S P G W 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 1005.940 1616.410 6 1616.900 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1019.940 1617.200 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1019.940 1617.200 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1019.940 1617.200 9 1624.220 & i &A w.A 9" t w 't t ' 1 t 1 t 1 t 1 t 1 C 1 t 1 t 1 t i t 1 [ 1 t 1 t 1 t 1 T1 SD -LINE E T2 Q100 --LAT E1 ICON SD T3 JN 126-2023 wli SO 1005.9401616.410 6 R 1019.9401617.200 6 WE 1019.9401617.200 9 SH 1019.9401617.200 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 7.0200 Q 1.200 .0 El. wsw 1616.900 .013 .000 .000 0 .500 1624.220 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 7.000 .000 .000 .00 [ l[ i[ l f l t I i t i I. 1 a E l I! FILE: P:\126-2023\Drainage\e2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:32 SD -LINE E4 Q100 --LAT E2 ICON SD JN 126-2023 wli E2.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wt1 INo Wth Station I Elev I (FT) 1 Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip -I- -1- -I- -I- -i- -I- -I- -I- -I- -i- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I 1 I I I I I I I I I 1002.830 1616.690 1.810 1618.500 1.20 .68 .01 1618.51 .00 .41 .00 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -f- -I- -i- -I- -I- -I- I- 2.968 .1046 .0001 .00 1.81 .00 .19 .013 .00 .00 PIPE I I I I I 1 I I I I I I I 1005.798 1617.000 1.500 1618.500 1.20 .68 .01 1618.51 .00 .41 .00 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- 1- 1.323 .1046 .0001 .00 1.50 .00 .19 .013 .00 .00 PIPE I I I I I I I I I I I I I 1007.121 1617.139 1.360 1618.499 1.20 .71 .01 1618.51 .00 .41 .87 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .758 .1046 .0001 .00 1.36 .09 .19 .013 .00 .00 PIPE I I I I I I I I I I I I I 1007.879 1617.218 1.280 1618.498 1.20 .75 .01 1618.51 .00 .41 1.06 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- i- .633 .1046 .0001 .00 1.28 .11 .19 .013 .00 .00 PIPE I I I I I I f I i I I I i 1008.512 1617.284 1.213 1618.497 1.20 .78 .01 1618.51 .00 .41 1.18 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .546 .1046 .0001 .00 1.21 .12 .19 .013 .00 .00 PIPE I I I I I I I I I I I i I 1009.058 1617.341 1.155 1618.496 1.20 .82 .01 1618.51 .00 .41 1.26 1.500 .000 .00 0 .0 -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- 1- .497 .1046 .0002 .00 1.16 .13 .19 .013 .00 .00 PIPE I I I I I I I I I I I I I 1009.556 1617.393 1.102 1618.495 1.20 .86 .01 1618.51 .00 .41 1.32 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- .449 .1046 .0002 .00 1.10 .15 .19 .013 .00 .00 PIPE I 1 1 1 i I I I i I I I I 1010.004 1617.440 1.054 1618.494 1.20 .90 .01 1618.51 .00 .41 1.37 1.500 .000 .00 0 .0 -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .409 .1046 .0002 .00 1.05 .16 .19 .013 .00 .00 PIPE I I i I I I i I I I I I I 1010.414 1617.483 1.010 1618.493 1.20 .95 .01 1618.51 .00 .41 1.41 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .389 .1046 .0002 .00 1.01 .18 .19 .013 .00 .00 PIPE 0 i I [ 1 C 1 i 1 [ 1 C 1 [ 1 1 t 1 [ 1 97 1 FILE: P:\126-2023\Drainage\e2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:32 SD -LINE E4 Q100 --LAT E2 ICON SD JN 126-2023 wli E2.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthiFroude NINorm Dp I "N" 1 X-Fa111 ZR (Type Ch 1010.803 I i 1617.524 .968 I I 1618.492 I 1.20 .99 I .02 I 1618.51 .00 I I .41 1.44 I 1.500 I I .000 .00 I 0 .0 -I- .359 -I- .1046 -I- -I- -I- -I- -I- .0002 -I- .00 -I- .97 -I- .19 .19 -I- -I- .013 -I- .00 .00 I- PIPE 1011.162 I I 1617.561 .929 I I 1618.490 1 1.20 1.04 I .02 I 1618.51 .00 I I .41 1.46 I 1.500 I I .000 .00 I 0 .0 -I- .329 -I- .1046 -I- -I- -I- -i- -I- .0003 -I- .00 -I- .93 -I- .21 .19 -I- -I- .013 -i- .00 .00 1- PIPE 1011.491 I I 1617.596 .893 I I 1618.489 I 1.20 1.09 I .02 I 1618.51 .00 I i .41 1.47 i 1.500 I I .000 .00 I 0 .0 -I- .318 -I- .1046 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .89 -I- .22 .19 -I- -I- .013 -i- .00 .00 1- PIPE 1011.808 I I 1617.629 .858 I i 1618.487 I 1.20 1.15 I .02 I 1618.51 .00 I I .41 1.48 I 1.500 I I .000 .00 I 0 .0 -I- .287 -I- .1046 -I- -I- -f- -i- -I- .0004 -I- .00 -I- .86 -i- .24 .19 -I- -I- .013 -I- .00 .00 1- PIPE 1012.096 I I 1617.659 .826 I I 1618.485 I 1.20 1.20 I .02 I 1618.51 .00 I i .41 1.49 i 1.500 I I .000 .00 I 0 .0 -I- .276 -I- .1046 -I- -I- -I- -I- -I- .0004 -I- .00 -I- .83 -I- .26 .19 -I- -I- .013 -I- .00 .00 1- PIPE 1012.372 I I 1617.688 .795 I I 1618.483 I 1.20 1.26 I .02 I 1618.51 .00 I I .41 1.50 I I 1.500 I .000 .00 I 0 .0 -I- .234 -I- .1046 -I- -I- -I- -I- -I- .0005 -I- .00 -I- .80 -I- .28 .19 -I- -I- .013 -I- .00 .00 1- PIPE 1012.605 I I 1617.712 .765 I I 1618.477 I 1.20 1.32 I .03 I 1618.50 .00 I 1 .41 1.50 I I 1.500 I .000 .00 I 0 .0 -1- HYDRAULIC -I- JUMP -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- I - 1012.605 I I 1617.712 .193 I I 1617.905 I 1.20 9.04 I 1.27 I 1619.17 .00 I I .41 1.00 I I 1.500 I .000 .00 I 0 .0 -I- 5.596 -I- .1046 -I- -I- -I- -I- -i- .1047 -I- .59 -I- .19 -I- 4.38 .19 -I- -I- .013 -I- .00 .00 1- PIPE 1018.201 I I 1618.298 .193 I I 1618.491 I 1.20 9.04 i 1.27 I 1619.76 .00 I I .41 1.00 i I 1.500 I .000 .00 I 0 .0 -I- 16.659 -I- .1046 -I- -I- -I- -I- -1- .0994 -I- 1.66 -I- .19 -1- 4.38 .19 -i- -I- .013 -I- .00 .00 1- PIPE 0 FILE: P:\126-2023\Drainage\e2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:32 SD -LINE E4 Q100 --LAT E2 ICON SD JN 126-2023 wli E2.wsw I Invert I Depth I Water 1 Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev 1 (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope -I- I -I- I I -I- ( -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch �**�**+**I**,r*�*+**I�*+****�l**�*+**s*I+***•**++I�***��*l�*��**+I�*.**�*�.I*******I+:******I+***►*+r1�+**�*�I*+****+I**+*� I I I I I I I+*�++r* I I 1034.860 1620.040 I .198 I I 1620.238 I 1.20 8.71 I 1.18 1621.41 .11 .41 1.02 1.500 -I- -I- .000 -I- .00 0 .0 -I- 5.890 -I- .1053 -I- -i- -I- -I- -I- .0883 -I- .52 -I- .30 -I- 4.16 .19 .013 .00 I .00 1- PIPE I I 1040.750 1620.660 I .204 I I 1620.864 I 1.20 8.31 I 1.07 I 1621.94 .00 I .41 I 1.03 I 1.500 -I- -I- I .000 -i- .00 0 .0 -I- 2.571 -I- .1044 -I- -I- -I- -I- -I- .0780 -I- .20 -I- .20 -I- 3.91 .19 .013 .00 I I .00 1- PIPE I I 1043.321 1620.928 1 .209 I I 1621.137 I 1.20 7.99 I .99 I 1622.13 .00 I .41 I 1.04 1 1.500 -I- .000 -I- .00 0 .0 -I- 2.334 -I- .1044 -I- -I- -I- -I- -I- .0688 -I- .16 -I- .21 -I- 3.70 .19 -I- .013 .00 I I .00 1- PIPE I I 1045.654 1621.172 I .216 I I 1621.388 I 1.20 7.62 I .90 I 1622.29 .00 I .41 I 1.05 I 1.500 -I- .000 -I- .00 0 .0 -I- 1.669 -I- .1044 -I- -I- -I- -I- -I- .0602 -I- .10 -I- .22 -I- 3.47 .19 -I- .013 .00 .00 1- PIPE I 1047.324 1621.346 I .224 I i 1621.571 I 1.20 7.26 I .82 I 1622.39 .00 I .41 I 1.07 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- 1.300 -I- .1044 -I- -I- -I- -i- -I- .0526 -I- .07 -I- .22 -I- 3.26 .19 -I- .013 .00 .00 1- PIPE I 1048.624 1621.482 I .231 I I 1621.713 I 1.20 6.92 I .74 I 1622.46 .00 1 .41 I 1.08 I 1.500 -I- I l .000 -I- .00 I 0 .0 -I- 1.019 -I- .1044 -I- -I- -I- -I- -i- .0459 -I- .05 -I- .23 -I- 3.05 .19 -I- .013 .00 .00 1- PIPE I 1049.643 1621.589 I .239 1 I 1621.828 I 1.20 6.60 I .68 I 1622.50 .00 I .41 I 1.10 I 1.500 -I- I I .000 -I- .00 I 0 I- .0 -I- .832 -I- .1044 -I- -1- -I- -I- -I- .0401 -i- .03 -I- .24 -I- 2.86 .19 -I- .013 .00 .00 PIPE I I 1050.475 1621.676 I .247 I I 1621.923 I 1.20 6.29 I .62 I 1622.54 .0,0 I .41 I 1.11 I 1.500 -I- -I- I I .000 -I- .00 0 1- .0 -1- .690 -I- .1044 -I- -I- -I- -I- -I- .0350 -I- .02 -I- .25 -I- 2.68 .19 .013 .00 I .00 PIPE I I 1051.165 1621.748 I .255 I I 1622.003 I 1.20 6.00 I .56 I 1622.56 .00 -I- I .41 -I- I 1.13 I 1.500 -I- -I- I .000 -I- .00 0 1- .0 -I- .566 -i- .1044 -I- -I- -I- -I- -I- .0306 -I- .02 .26 2.51 .19 .013 .00 .00 PIPE t 1 w I a 11 it 1 IF 1 Ir " 1 t l I i [ 1 [A [ f [ i [ t f i [ l C" l [ i it i it 1 FILE: P:\126-2023\Drainage\e2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:32 SD -LINE E4 Q100 --LAT E2 ICON SD JN 126-2023 wli E2.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaliFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev f (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior I.D.I ZL IPrs/Pip -I -I- L/Elem ICh -I- Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fa111 ZR IType Ch I I I I 1 I I 1051.731 I 1621.807 .264 I I 1622.071 I 1.20 5.72 I .51 I 1622.58 .00 .41 1.14 1.500 -I- -I- .000 -I- .00 0 .0 1- -I- .479 -I- .1044 -I- -I- -I- -I- -I- .0267 -I- .01 -I- .26 -I- 2.35 .19 .013 .00 .00 PIPE I 1052.210 i 1621.857 .273 I I 1622.130 I 1.20 5.46 I .46 f 1622.59 .00 -I- I .41 -I- I 1.16 I 1.500 -I- -I- I I .000 -I- .00 I 0 .0 1- -I- .407 -I- .1044 -I- -I- -I- -I- -I- .0233 -i- .01 .27 2.21 .19 .013 .00 I I .00 PIPE I I 1052.617 I 1621.899 .282 I I 1622.181 I 1.20 5.20 I .42 I 1622.60 .00 -I- I .41 -I- I 1.17 I 1.500 -I- -I- .000 -i- .00 0 .0 1- -I- .347 -I- .1044 -I- -I- -I- -I- -I- .0204 -I- .01 .28 2.07 .19 .013 .00 I .00 PIPE I 1052.965 I 1621.9.36 .291 I I 1622.227 I 1.20 4.96 I .38 I 1622.61 .00 I .41 I 1.19 I 1.500 -I- -I- I .000 -I- .00 I 0 .0 -I- .285 -I- .1044 -I- -I- -I- -I- -I- .0178 -I- .01 -I- .29 -I- 1.94 .19 .013 .00 I I .00 1- PIPE I I 1053.250 I 1621.965 .301 I I 1622.266 I 1.20 4.73 I .35 I 1622.61 .00 I .41 -I- I 1.20 I 1.500 -I- -I- .000 -I- .00 0 .0 1- -I- .231 -I- .1044 -I- -I- -I- -I- -I- .0156 -I- .00 -I- .30 1.81 .19 .013 .00 .00 PIPE I 1053.481 I 1621.990 .312 1 I 1622.302 I 1.20 4.51 I .32 I 1622.62 .00 I .41 I 1.22 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .206 -I- .1044 -I- -I- -I- -I- -I- .0136 -I- .00 -I- .31 -I- 1.70 .19 -I- .013 .00 I i .00 1- PIPE I I 1053.687 I 1622.011 .322 I I 1622.333 I 1.20 4.30 I .29 I 1622.62 .00 I .41 1 1.23 I 1.500 .000 .00 0 C .163 .1044 .0119 .00 .32 1.59 .19 .013 .00 .00 PIPE I 1053.850 I 1622.028 .333 I I 1622.361 I 1.20 4.10 I .26 I 1622.62 .00 I .41 -I- I 1.25 f 1.500 -I- -i- I I .000 -I- .00 I 0 C 1- -I- .135 -I- .1044 -I- -I- -I- -I- -I- .0104 -I- .00 -I- .33 1.49 .19 .013 .00 I .00 PIPE I i 1053.986 I 1622.042 .344 I I 1622.386 I 1.20 3.91 I .24 i 1622.62 .00 -I- I .41 -1- I 1.26 I 1.500 -I- -I- I .000 -I- .00 0 C 1- -I- .100 -I- .1044 -I- -i- -I- -I- -I- .0091 -I- .00 .34 1.40 .19 .013 .00 .00 PIPE 4. I [ I I I != 1 1 I 1 I 1 1 fill 1 1 1 1 E 1 E 1 FILE: P:\126-2023\Drainage\e2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:14:32 SD -LINE E4 Q100 --LAT E2 ICON SD JN 126-2023 wli E2.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaliFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR (Type Ch *�*�*****I**�*****+1****>*�+I****�*r,r+I**•��*•�I*****��I*******1***s***�*1+****s*1****+**•I��*****I*>*+***l�+*****I**s** I I I*+:**+* I 1054.086 1622.053 I .356 1622.409 I 1.20 3.73 I .22 I 1622.62 .00 I .41 I 1.28 I 1.500 I I .000 .00 I 0 .0 -I- -I- .068 .1044 -I- -I- -I- -I- -I- .0079 -I- .00 -I- .36 -I- 1.31 -I- .19 -I- .013 -I- .00 .00 I- PIPE I I 1054.155 1622.060 I I .369 1622.429 I 1.20 3.55 i .20 I 1622.63 .00 I .41 I 1.29 I 1.500 1 I .000 .00 I 0 .0 -I- -I- .060 .1044 -I- -I- -1- -I- -I- .0069 -I- .00 -I- .37 -I- 1.22 -I- .19 -I- .013 -I- .00 .00 1- PIPE I I 1054.214 1622.066 I I .381 1622.447 I 1.20 3.39 I .18 I 1622.63 .00 I .41 I 1.31 I I 1.500 I .000 .00 I 0 .0 -I- -I- .033 .1044 -I- -I- -I- -I- -I- .0061 -I- .00 -I- .38 -I- 1.15 -I- .19 -I- .013 -I- .00 .00 1- PIPE I I 1054.247 1622.070 I I .394 1622.464 I 1.20 3.23 I .16 I 1622.63 .00 I .41 I 1.32 I 1.500 I I .000 .00 I 0 .0 -i- -I- .003 .1044 -I- -I- -I- -I- -I- .0053 -I- .00 -I- .39 -I- 1.07 -I- .19 -I- .013 -I- .00 .00 1- PIPE I I 1054.250 1622.070 I I .410 1622.479 I 1.20 3.07 I .15 I 1622.63 .00 I .41 I 1.34 I 1.500 I I .000 .00 I 0 .0 -1- -I- WALL ENTRANCE -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- i - I I 1054.250 1622.070 -I- -I- I I .615 1622.684 -I- -I- I 1.20 -I- .49 -I- I .00 -I- I 1622.69 -I- .00 -I- i .14 -I- I 4.00 -I- I 5.000 -I- I I 4.000 -I- .00 I 0 .0 I- [ 1 I A It j 6! a.l [ I [ 1 [ 7 C l [... i ][I [ 1 ( ] C 1 [I I' 1 f l 9 1 9 1 FILE: P:\126-2023\Drainage\e2.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 8:14:27 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 4.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LINE E4 HEADING LINE NO 2 IS - Q100--LAT E2 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli E2.wsw W S P G W 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 1002.830 1616.690 7 1618.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1034.860 1620.040 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1040.750 1620.660 7 .013 22.500 14.999 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1054.250 1622.070 7 .013 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1054.250 1622.070 9 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1054.250 1622.070 9 1627.070 T1 SD -LINE E4 T2 Q100 --LAT E2 ICON SD T3 JN 126-2023 wli SO 1002.8301616.690 7 R 1034.8601620.040 7 R 1040.7501620.660 7 R 1054.2501622.070 7 WE 1054.2501622.070 9 SH 1054.2501622.070 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 1.200 .0 E2.wsw 1618.500 .013 .013 .013 .500 1627.070 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 4.000 .000 .000 .00 .000 .000 0 14.999 .000 0 .000 .000 0 1 1 It a I _,A as It .l r 1 [ 1 [ l E) i. 1 t l [ i[ 1 [ l t_ i i` 1 [! 1, i r I FILE: P:\126-2023\Drainage\E3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:21: 2 SD -LINE E Q100 --LAT E3 ICON SD JN 126-2023 wli E3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width (Dia.-FTIor I.D.I -I- -I- ZL -I IPrs/Pip -I- L/Elem -i- ICh Slope I -I- I -I- I -I- i -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -i- Dp I "N" I X -Fall) ZR (Type Ch *****tea*I+r*�*�****I+*******I*********I+*:*+****1+**+***I**�***sI***�*+**�I*��**�+I�**�****I*****�*+I*+*+�*+I*��*+**I►***+ I I I I I I I*****�* I 1009.000 I I 1619.340 I .325 I 1619.665 i 3.60 10.85 I 1.83 1621.49 .00 .66 1.48 2.000 .000 .00 0 .0 -I- 1.077 -I- .0948 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Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:21: 2 SD -LINE E Q100 --LAT E3 ICON SD JN 126-2023 wli E3.wsw I Invert I Depth I Water I Q i Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" I -1- X-Fa111 ZR -1 (Type Ch ****�****I*******�*I+,r***•��I***+***s+I�***+***+I�***�**1*****>+I+:****•r**f******+I***�****I****�***I***�*:*I****�*�I*+�+* I i I*r+**** 1031.413 -I- I 1621.465 .426 I 1621.891 I 3.60 7.35 I .84 I 1622.73 I .00 .66 I 1.64 I I 2.000 I .000 .00 I 0 .0 .879 -I- .0948 -I- -I- -I- -I- -I- .0239 -I- .02 -I- .43 -I- 2.37 .31 -1- -I- .013 -I- .00 .00 I- PIPE 1032.292 I 1621.548 I .440 I I 1621.989 I 3.60 7.01 I .76 I 1622.75 I .00 .66 I 1.66 I I 2.000 I .000 .00 I 0 .0 -I- .736 -I- .0948 -I- -I- -I- 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3.60 5.52 I .47 I 1622.80 I .00 .66 I 1.76 I i 2.000 I .000 .00 I 0 .0 -I- .298 -I- .0948 -I- -I- -I- -I- -I- .0107 -I- .00 -I- .52 -I- 1.60 .31 -I- -I- .013 -I- .00 .00 I- PIPE 1035.268 I 1621.831 I .539 I I 1622.370 I 3.60 5.27 I .43 I 1622.80 I .00 .66 i 1.77 I I 2.000 I .000 .00 I 0 .0 -I- .236 -I- .0948 -I- -I- -I- -I- -I- .0094 -I- .00 -I- .54 -I- 1.50 .31 -I- -I- .013 -I- .00 .00 1- PIPE 1035.504 I 1621.853 I .558 I I 1622.411 i 3.60 5.02 I .39 I 1622.80 i .00 .66 I 1.79 I I 2.000 I .000 .00 I 0 .0 -I- .192 -I- .0948 -I- -I- -I- -i- -I- .0082 -I- .00 -I- .56 -I- 1.40 .31 -I- -I- .013 -I- .00 .00 1- PIPE MM t I a a I a I t t t 1 t i f I [ 1 I l [ 1 11 t! t l [ 1 t 1 a 1 9 1 t 1 } FILE: P:\126-2023\Drainage\E3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 8:21: 2 SD -LINE E Q100 --LAT E3 ICON SD JN 126-2023 wli E3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/1Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -i- NINorm Dp -I- -I- I "N" I -I- X -Fall) ZR -i (Type Ch I I I I I I 1035.695 I I 1621.871 I I .577 1622.448 I 3.60 4.79 I .36 I 1622.80 .00 .66 1.81 2.000 .000 .00 0 .0 -I- .141 -I- .0948 -I- -I- -I- -I- -I- .0072 -I- .00 -I- .58 1.31 -I- .31 -I- -I- .013 -I- .00 .00 i- PIPE 1035.836 I I 1621.885 I I .597 1622.482 I 3.60 4.57 I .32 I 1622.81 -I- .00 -I- I .66 I 1.83 -I- I I 2.000 -I- -I- I .000 -I- .00 i 0 1- .0 -I- .095 -i- .0948 -I- -I- -I- -I- -1- .0063 .00 .60 1.23 .31 .013 .00 I .00 PIPE I 1035.931 I I 1621.894 I I .618 1622.512 t 3.60 4.35 I .29 I 1622.81 .00 -I- I .66 I 1.85 -I- I I 2.000 -I- -I- .000 -I- .00 0 .0 -I- .053 -I- .0948 -I- -I- -I- -1- -I- .0055 -I- .00 .62 1.15 .31 .013 .00 .00 1- PIPE 1035.984 I i 1621.Q99 I I .640 1622.539 I 3.60 4.15 I .27 I 1622.81 .00 I .66 I 1.87 I I 2.000 i .000 .00 I 0 .0 -I- .016 -I- .0948 -I- -I- -I- -I- -I- .0048 -I- .00 -I- .64 1.07 -I- ,31 -I- -I- .013 -I- .00 .00 1- PIPE 1036.000 I I 1621.900 I I .664 1622.564 I 3.60 3.95 I .24 I 1622.81 .00 I .66 I 1.88 I I 2.000 I .000 .00 I 0 .0 WALL ENTRANCE 1036.000 -I- I I 1621.900 -I- I I 1.016 1622.916 -I- -I- I 3.60 -I- .13 -I- I .00 -I- I 1622.92 -I- .00 -I- I .08 I 28.00 -I- I I 6.190 -I- -I- I 28.000 -I- .00 I 0 I - .0 w. FILE: P:\126-2023\Drainage\E3.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 8:20:58 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 6.190 28.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E HEADING LINE NO 2 IS - Q100 --LAT E3 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli E3.wsw W S P G W 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 1009.000 1619.340 6 1619.200 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1036.000 1621.900 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1036.000 1621.900 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1036.000 1621.900 9 1628.090 11 E 1 9 1 a I a i t 1 [ i[ I l[ 1 1 1 1 i[ l i 1 1 1 1 1 a 1 1 1 a 1 T1 SD -LINE E T2 Q100 --LAT E3 ICON SD T3 JN 126-2023 wli E3.wsw SO 1009.0001619.340 6 1619.200 R 1036.0001621.900 6 .013 .000 .000 0 WE 1036.0001621.900 9 .500 SH 1036.0001621.900 9 1628.090 CD 1 4 0 .000 5.500 .000 .000 .000 .00 CD 2 4 0 .000 5.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.000 .000 .000 .000 .00 CD 5 4 0 .000 2.500 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 1.500 .000 .000 .000 .00 CD 8 2 0 .000 7.470 2.000 .000 .000 .00 CD 9 3 0 .000 6.1900 28.000 .000 .000 .00 Q 3.600 .0 I FILE: P:\126-2023\Drainage\e4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:12:12 SD -LINE E4 Q100 --LAT E4 ICON SD JN 126-2023 wli E4.wsw I Invert I Depth I Water f Q I Vel Vel I Energy I Super ICriticalIFlow ToptHeight/)Base WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -t- f -I- I -I- I -I- -I- SF Ave1 -I- HF ISE -I- DpthIFroude -I- NINorm Dp -I- -I- I "N" -I- I X -Fall) ZR -I (Type Ch I I i I 1002.300 I 1624.330 I .229 I 1624.559 I 1.60 9.37 i 1.36 I 1625.92 .00 I .48 I 1.08 I 1.500 .000 .00 0 .0 -I- 16.633 -I- .0916 -I- -I- -I- -I- -I- .0871 -I- 1.45 -I- .23 -I- 4.15 .23 -I- -I- .013 -I- .00 .00 t- PIPE I 1018.933 I 1625.854 I .234 I 1626.088 I 1.60 9.08 I 1.28 I 1627.37 .00 -I- I .48 -I- I 1.09 I 1.500 -I- -I- I i .000 -I- .00 I 0 .0 -I- 7.945 -I- .0916 -I- -I- -I- -I- -I- .0780 -I- .62 .23 3.98 .23 .013 .00 .00 1- PIPE I 1026.878 I 1626.582 I .242 I 1626.824 I 1.60 8.66 I 1.16 I 1627.99 .00 i .48 I 1.10 I 1.500 I I .000 .00 1 0 .0 -I- 4.160 -I- .0916 -I- -I- -I- -I- -I- .0681 -I- .28 -I- .24 -I- 3.73 .23 -I- -I- .013 -I- .00 .00 1- PIPE I 1031.038 I 1626.964 I .250 I 1627.214 I 1.60 8.26 I 1.06 I 1628.27 .00 I .48 I 1.12 I 1.500 I f .000 .00 I 0 .0 -i- 2.741 -I- .0916 -I- -I- -I- -I- -I- .0594 -I- .16 -I- .25 -I- 3.50 .23 -I- -I- .013 -I- .00 .00 1- PIPE I 1033.779 I 1627.215 I .258 I 1627.473 I 1.60 7.87 i .96 I 1628.44 .00 I .48 I 1.13 i 1.500 i I .000 .00 I 0 .0 -i- 1.976 -I- .0916 -I- -I- -I- -I- -I- .0519 -I- .10 -I- .26 -I- 3.28 .23 -I- -I- .013 -I- .00 .00 1- PIPE 1 1035.755 I 1627.396 I .267 I 1627.663 I 1.60 7.51 I .88 I 1628.54 .00 I .48 I 1.15 I 1.500 I I .000 .00 I 0 .0 -I- 1.525 -I- .0916 -I- -I- -I- -I- -I- .0454 -I- .07 -I- .27 -I- 3.07 .23 -I- -I- .013 -I- .00 .00 1- PIPE I 1037.280 I 1627.535 I .276 I 1627.812 i 1.60 7.16 I .80 I 1628.61 .00 I .48 I 1.16 i 1.500 I I .000 .00 I 0 .0 1.217 .0916 .0396 .05 .28 2.88 .23 .013 .00 .00 PIPE I 1038.497 I 1627.647 I .285 I 1627.932 I 1.60 6.82 I .72 1 1628.66 .00 I .48 i 1.18 I 1.500 I I .000 .00 I 0 .0 -I- .978 -I- .0916 -I- -I- -I- -I- -I- .0346 -i- .03 -I- .29 -I- 2.70 .23 -I- -I- .013 -I- .00 .00 1- PIPE I 1039.475 I 1627.737 I .295 I 1628.032 I 1.60 6.51 I .66 I 1628.69 .00 I .48 I 1.19 I 1.500 I i .000 .00 I 0 .0 -I- .811 -I- .0916 -I- -I- -I- -I- -I- .0302 -I- .02 -I- .30 -I- 2.53 .23 -I- -I- .013 -I- .00 .00 1- PIPE t l 1 t I t l t l I l t l t l t l t l t l ! A t i FILE: P:\126-2023\Drainage\e4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:12:12 SD -LINE E4 Q100 --LAT E4 ICON SD JN 126-2023 wli E4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super 1CriticallFlow ToplHeight/lBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -i- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- N1Norm -I- Dp -I- I "N" I -I- X-Fa111 ZR -I (Type Ch I i I 1040.285 -I- 1627.811 -I- .305 -I- I 1628.116 -I- I 1.60 6.20 I .60 I 1628.71 .00 I .48 I 1.21 I I 1.500 I .000 .00 I 0 .0 .680 .0916 -i- -I- -I- .0264 -I- .02 -I- .31 -I- 2.37 -I- .23 -I- .013 -I- .00 .00 I- PIPE 1040.965 -i- i I 1627.873 -i- .315 I I 1628.188 I 1.60 5.92 I .54 I 1628.73 .00 I .48 I 1.22 I I 1.500 I .000 .00 I 0 .0 .560 .0916 -I- -I- -I- -I- -I- .0231 -I- .01 -I- .32 -I- 2.22 -I- .23 -I- .013 -i- .00 .00 1- PIPE 1041.526 -i- I I 1627,925 -I- .326 -I- I I 1628.251 -I- I 1.60 5.64 I .49 I 1628.74 .00 I I .48 1.24 I I 1.500 I .000 .00 i 0 .0 .475 .0916 -I- -I- -I- .0202 -I- .01 -I- .33 -I- 2.08 -i- .23 -I- .013 -I- .00 .00 1- PIPE 1042.000 I I 1627.9.68 .337 I I 1628.305 I 1.60 5.38 I .45 I 1628.75 .00 I .48 I 1.25 I I 1.500 I .000 .00 i 0 .0 -I- .403 -I- .0916 -I- -I- -I- -I- -I- .0176 -I- .01 -I- .34 -I- 1.94 -i- .23 -I- .013 -I- .00 .00 1- PIPE 1042.403 I I 1628.005 .348 I I 1628.353 I 1.60 5.13 I .41 I 1628.76 .00 I I .48 1.27 I I 1.500 I .000 .00 I 0 .0 -I- .329 -I- .0916 -I- -I- -I- -I- -I- .0154 -I- .01 -I- .35 -I- 1.82 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1042.733 -t- I I 1628.035 .360 i i 1628.395 i 1.60 4.89 I .37 I 1628.77 .00 I I .48 1.28 I I 1.500 I .000 .00 I 0 .0 .265 -I- .0916 -I- -I- -I- -I- -1- .0135 -I- .00 -I- .36 -I- 1.70 -I- .23 -I- .013 -I- .00 .00 1- PIPE 1042.998 I I 1628.059 .373 I I 1628.432 I 1.60 4.66 I .34 I 1628.77 .00 I I .48 1.30 I I 1.500 I .000 .00 I 0 .0 .221 .0916 .0118 .00 .37 1.60 .23 .013 .00 .00 PIPE 1043.219 -I- I I 1628.080 .386 I I 1628.466 I 1.60 4.44 I .31 I 1628.77 .00 I I .48 1.31 I I 1.500 I .000 .00 I 0 .0 .183 -I- .0916 -I- -I- -I- -I- -I- .0103 -I- .00 -I- .39 -I- 1.50 -i- .23 -I- .013 -I- .00 .00 1- PIPE 1043.403 -I- I i 1628.096 -I- .399 -I- I I 1628.495 -I- I 1.60 -I- 4.24 I .28 I 1628.77 .00 I I .48 1.33 I I 1.500 1 .000 .00 1 0 .0 .137 .0916 -I- -I- .0090 -I- .00 -I- .40 -I- 1.40 -I- .23 -I- .013 -I- .00 .00 1- PIPE I I E I a 1 9 1 t 1 t 1 [ 1 1 1 [ 1 [ 1 t 1 t l [ 1 t 1 t 1 t# l FILE: P:\126-2023\Drainage\e4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:12:12 SD -LINE E4 Q100 --LAT E4 ICON SD JN 126-2023 wli E4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) i (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTior I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -t- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch �*+�*****I****+***•I********I*******�*1**+,r*,t+*�l+*****�I*,r*�*�+I***+.**�*I***+�**t*,r*r****I,t**+*+*�I�+**�**I**+*+*+I*��+. 1**+***+ I I I I I I I I I I I I I 1043.540 1628.109 .413 1628.522 1.60 4.04 .25 1628.78 .00 .48 1.34 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- .108 .0916 .0079 .00 .41 1.31 .23 .013 .00 .00 PIPE I I I I I I I I I I I I I 1043.648 1628.119 .427 1628.546 1.60 3.85 .23 1628.78 .00 .48 1.35 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- 1- .070 .0916 .0069 .00 .43 1.23 .23 .013 .00 .00 PIPE I I I I i I I I I I I I I 1043.718 1628.125 .442 1628.568 1.60 3.67 .21 1628.78 .00 .48 1.37 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -t- -I- -I- -I- -I- -I- -I- 1- .047 .0916 .0060 .00 .44 1.15 .23 .013 .00 .00 PIPE I I I I I I i I I I I I I 1043.766 1628.1,30 .457 1628.587 1.60 3.50 .19 1628.78 .00 .48 1.38 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .005 .0916 .0053 .00 .46 1.07 .23 .013 .00 .00 PIPE I I I I I I i I I I I I I 1043.770 1628.130 .475 1628.605 1.60 3.33 .17 1628.78 .00 .48 1.40 1.500 .000 .00 0 .0 WALL ENTRANCE I I I I I I I I i I I I I 1043.770 1628.130 .716 1628.846 1.60 .56 .00 1628.85 .00 .17 4.00 5.000 4.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- I t i t 1 t l t i t) t l t l t t t l t 1 i FILE: P:\126-2023\Drainage\e4.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 9:12: 8 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 4.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E4 HEADING LINE NO 2 IS - Q100 --LAT E4 ICON SD HEADING LINE NO 3 IS - �- JN 126-2023 wli E4.wsw W S P G W 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 1002.300 1624.330 7 1624.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1043.770 1628.130 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1043.770 1628.130 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1043.770 1628.130 9 1633.130 a I a s t i a I a i I i ( 1 I l 11 I l I i I l I) I l I I I l I I I i I i T1 SD -LINE E4 T2 Q100 --LAT E4 ICON SD T3 JN 126-2023 wli SO 1002.3001624.330 7 R 1043.7701628.130 7 WE 1043.7701628.130 9 SH 1043.7701628.130 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 1.600 .0 I E4.wsw .013 .500 1624.700 .000 .000 0 1633.130 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 4.000 .000 .000 .00 FILE: P:\126-2023\Drainage\e5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:12:17 SD -LINE E Q100 --LAT E5 ICON SD JN 126-2023 wli ES.wsw I Invert I Depth I Water I Q I Vel Vel I Energy i Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -1- ICh Slope I -i- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X -Fall) -I ZR IType Ch *�,t*****�I***+**��*I*:******I***r*****I:***�****I++**��*I**+***�I***�*****1**�***,t1*******�1►+,r*****I*****��f*+�,r*+*I***+* I 1+**+,r�* I 1003.980 I I 1629.550 I 1.350 I 1630.900 I 5.90 2.18 I .07 i 1630.97 .00 I .80 I 2.49 i 2.500 I .000 -I- .00 0 .0 -I- 4.669 -I- .0100 -I- -I- -I- -I- -I- .0007 -I- .00 -I- 1.35 .37 -I- .64 -I- -I- .013 .00 .00 I- PIPE 1008.649 I I 1629.597 I 1.299 I 1630.896 I 5.90 2.29 I .08 I 1630.98 .00 I .80 I 2.50 I 2.500 I I .000 .00 I 0 .0 -I- 4.324 -I- .0100 -I- -I- -I- -I- -I- .0008 -I- .00 -I- 1.30 .40 -I- .64 -I- -I- .013 -I- .00 .00 1- PIPE 1012.973 I I 1629.640 I 1.251 I 1630.891 I 5.90 2.40 I .09 I 1630.98 .00 I .80 I 2.50 I 2.500 I I .000 .00 I 0 .0 4.065 .0100 .0009 .00 1.25 .43 .64 .013 .00 .00 PIPE 1017.037 I I 1629.681 I 1.205 I 1630.886 I 5.90 2.52 I .10 I 1630.98 .00 I .80 I 2.50 I 2.500 i I .000 .00 i 0 .0 -I- 3.686 -I- .0100 -I- -I- -I- -I- -I- .0010 -I- .00 -I- 1.21 .46 -I- .64 -I- -I- .013 -I- .00 .00 1- PIPE 1020.723 I I 1629.717 I 1.162 I 1630.880 I 5.90 2.64 I .11 I 1630.99 .00 I .80 I 2.49 I 2.500 I I .000 .00 I 0 .0 -I- 1.257 -I- .0100 -I- -I- -I- -I- -I- .0011 -I- .00 -I- 1.16 .49 -I- .64 -I- -I- .013 -I- .00 .00 1- PIPE 1021.980 I I 1629.730 I 1.147 I 1630.877 I 5.90 2.68 I .11 I 1630.99 .02 I .80 I 2.49 I 2.500 I I .000 -I- .00 I 0 .0 -i- 3.345 -I- .0102 -I- -I- -I- -I- -i- .0012 -I- .00 -I- 1.17 .50 -I- .64 -I- -I- .013 .00 .00 1- PIPE 1025.325 i 1629.764 I I 1.106 I 1630.870 I 5.90 2.82 I .12 I 1630.99 .03 I .80 I 2.48 I 2.500 I i .000 .00 I 0 .0 -i- 3.135 -I- .0102 -I- -I- -I- -I- -I- .0014 -I- .00 -I- 1.13 .54 -1- .64 -I- -i- .013 -I- .00 .00 I- PIPE 1028.460 I 1629.796 I 1.066 I I 1630.862 I 5.90 2.95 I .14 I 1631.00 .03 I .80 I 2.47 I 2.500 I i .000 -I- .00 I 0 .0 -I- 2.714 -I- .0102 -I- -I- -I- -I- -I- .0015 -i- .00 -I- 1.10 .58 -I- .64 -I- -I- .013 .00 .00 1- PIPE 1031.174 I 1629.824 I 1.029 I I 1630.853 i 5.90 3.10 I .15 I 1631.00 .03 I .80 I 2.46 I 2.500 I i .000 .00 I 0 .0 -I- 2.504 -i- .0102 -I- -I- -i- -I- -I- .0018 -I- .00 -I- 1.06 .62 -I- .64 -I- -I- .013 -I- .00 .00 1- PIPE FILE: P:\126-2023\Drainage\e5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:12:17 SD -LINE E Q100 --LAT E5 ICON SD JN 126-2023 wli ES.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTior I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch I I I i I 1033.678 1629.849 I .993 1630.842 I 5.90 3.25 I .16 I 1631.01 .04 I .80 I 2.45 I 2.500 .000 .00 I 0 .0 -I- 2.274 -I- .0102 -I- -I- -I- -I- -I- .0020 -I- .00 -I- 1.03 -I- .66 -I- .64 -I- .013 -I- .00 .00 i- PIPE 1035.952 I I 1629.872 I .958 i 1630.830 I 5.90 3.41 I .18 I 1631.01 .04 I I .80 2.43 I 2.500 I I .000 .00 I 0 .0 -I- .679 -I- .0102 -I- -I- -I- -I- -I- .0023 -I- .00 -I- 1.00 -I- .71 -I- .64 -I- .013 -I- .00 .00 1- PIPE 1036.631 I I 1629.879 .925 I I 1630.804 I 5.90 3.57 I .20 I 1631.00 .04 I .80 I 2.41 I 2.500 I I .000 .00 I 0 .0 HYDRAULIC JUMP 1036.631 I i 1629.879 .657 I I 1630.536 I 5.90 5.73 t .51 t 1631.05 .10 I .80 I 2.20 I 2.500 I I .000 .00 I 0 .0 -I- 2.352 -I- .0102 -I- -I- -I- -I- -I- .0085 -I- .02 -I- .76 -I- 1.48 -I- .64 -I- .013 -I- .00 .00 1- PIPE 1038.983 I I 1629.903 .680 I I 1630.583 I 5.90 5.46 I .46 I 1631.05 .09 I .80 I 2.23 I 2.500 I I .000 .00 I 0 .0 -I- 6.557 -I- .0102 -I- -I- -I- -I- -I- .0074 -I- .05 -I- .77 -I- 1.38 -I- .64 -I- .013 -I- .00 .00 1- PIPE 1045.540 I I 1629.970 .704 I I 1630.674 I 5.90 5.20 I .42 I 1631.09 .00 I .80 I 2.25 I 2.500 I I .000 .00 i 0 .0 -1- 3.977 -17 .0095 -1- -1- -1- -1- -1- .0066 -1- .03 -1- .70 -1- 1.29 -1- .65 -1- .013 -1- .00 .00 1- PIPE 1049.517 I i 1630.008 .723 I t 1630.731 I 5.90 5.01 I .39 I 1631.12 .00 I .80 I 2.27 I 2.500 I I .000 .00 I 0 .0 " 2.829 .0095 .0058 .02 .72 1.22 .65 .013 .00 .00 PIPE 1052.346 I I 1630.035 .748 I I 1630.783 I 5.90 4.77 I .35 I 1631.14 .00 I .80 I 2.29 I 2.500 I I .000 .00 I 0 .0 -I- 1.405 -I- .0095 -I- -I- -I- -I- -I- .0051 -I- .01 -I- .75 -I- 1.15 -I- .65 -I- .013 -I- .00 .00 1- PIPE 1053.751 I I 1630.048 .774 I I 1630.822 I 5.90 4.55 I .32 I 1631.14 .00 I .80 I 2.31 I 2.500 i I .000 -I- .00 I 0 .0 -I- .229 -I- .0095 -I- -I- -I- -I- -I- .0044 -I- .00 -I- .77 -I- 1.07 -I- .65 -I- .013 .00 .00 1- PIPE E I a a 1k: a a 1 9! t l t l t l [ 1 i t t t t t t i [ 1 t l t l [ i [ 1 t 3 FILE: P:\126-2023\Drainage\e5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:12:17 SD -LINE E Q100 --LAT E5 ICON SD JN 126-2023 wli ES.wsw I Invert I Depth I Water I Q I Vel Vel I Energy i Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch +********I****+*��*1*****�**I****+*�*+Ir***�*�*�I+��**�+I**+****I***�***��I******sl+�*�*�+*I*******�I**.►***I�******I*+*+* I«�+•*+* I I I I I I I I I I I I I 1053.980 1630.050 .803 1630.853 5.90 4.33 .29 1631.14 .00 .80 2.33 2.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I - a FILE: P:\126-2023\Drainage\e5.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 9-2005 Time: 7:12:12 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E HEADING LINE NO 2 IS - Q100 --LAT E5 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli ES.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1003.980 1629.550 5 1630.900 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1021.980 1629.730 5 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1045.540 1629.970 5 .013 22.500 59.995 .000 0 ELEMENT NO 4 IS A REACH .0/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1053.980 1630.050 5 .013 .000 .000 .000 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1053.980 1630.050 5 1638.000 T1 SD -LINE E T2 Q100 --LAT E5 ICON SD T3 JN 126-2023 wli SO 1003.9801629.550 5 R 1021.9801629.730 5 R 1045.5401629.970 5 R 1053.9801630.050 5 SH 1053.9801630.050 5 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 5.900 .0 I t l f l f i f i f l f i f l ES.wsw .013 .013 .013 1.630.900 .000 .000 0 59.995 .000 0 .000 .000 0 1638.00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 [ I f 1 [ 1 F I [ I r I f I [ I L I [ I ( I 1 1 FILE: P:\126-2023\Drainage\E6.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-25-2005 Time: 4: 4: 5 SD -LINE E4 Q100 --LAT E6 ICON SD JN 126-2023 wli E6.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -i- -I- HF ISE DpthlFroude -1- -I- NINorm Dp -I- I "N" -I- I X -Fall) ZR -I IType Ch I I I 1002.790 I 1630.420 I .301 I 1630.721 I 2.40 9.48 I 1.40 I 1632.12 I .00 .59 I 1.20 I 1.500 I .000 .00 0 .0 -I- •,15.360 -I- .0684 -i- -I- -I- -I- -I- .0651 -I- 1.00 -I- .30 -I- 3.64 -I- .30 -I- .013 -I- .00 .00 1- PIPE I 1018.150. I 1631.471 I .305 I 1631.776 I 2.40 9.30 I 1.34 I 1633.12 I .00 .59 I 1.21 I 1.500 I I .000 .00 I 0 .0 -I- 12.220 -I- .0684 -I- -I- -I- -I- -I- .0593 -I- .72 -I- .31 -I- 3.54 -I- .30 -I- .013 -I- .00 .00 1- PIPE 1 1030.370 I 1632.308 I .315 I 1632.623 I 2.40 8.87 I 1.22 I 1633.84 I .00 .59 I 1.22 I 1.500 I I .000 .00 I 0 .0 -I- 6.004 -I- .0684 -I- -I- -I- -I- -i- .0518 -I- .31 -I- .32 -I- 3.32 -I- .30 -i- .013 -I- .00 .00 1- PIPE I 1036.374 I 1632.719 I .326 I 1633.045 I 2.40 8.45 I 1.11 I 1634.15 i .00 .59 I 1.24 I 1.500 I i .000 .00 I 0 .0 -I- 3.880 -I- .0684 -I- -I- -I- -I- -I- .0453 -I- .18 -I- .33 -I- 3.11 -I- .30 -I- .013 -I- .00 .00 1- PIPE 1 1040.255 1632.984 I I .337 I 1633.322 I 2.40 8.06 I 1.01 I 1634.33 I .00 .59 I 1.25 I 1.500 I I .000 .00 I 0 .0 -I- 2.763 -I- .0684 -I- -I- -I- -I- -1- .0396 -I- .11 -i- .34 -I- 2.91 -I- .30 -I- .013 -I- .00 .00 1- PIPE I 1043.018 I 1633.173 I .349 i 1633.523 I 2.40 7,68 i .92 I 1634.44 i .00 .59 I 1.27 I 1.500 I i .000 .00 I 0 .0 -I- 2.111 -I- .0684 -I- -i- -I- -I- -I- .0346 -I- .07 -I- .35 -I- 2.73 -I- .30 -I- .013 -I- .00 .00 1- PIPE I 1045.129 I 1633.318 I .361 I 1633.679 I 2.40 7.33 I .83 i 1634.51 I .00 .59 i 1.28 I 1.500 I I .000 .00 i 0 .0 -I- 1.672 -I- .0684 -I- -I- -I- -I- -I- .0303 -I- .05 -I- .36 -I- 2.56 -I- .30 -I- .013 -I- .00 .00 I- PIPE I 1046.800 1633.432 I I .373 I 1633.805 I 2.40 6.99 I .76 I 1634.56 I .00 .59 I 1.30 I 1.500 I I .000 .00 I 0 .0 -I- 1.332 -I- .0684 -I- -I- -I- -I- -I- .0265 -I- .04 -I- .37 -I- 2.39 -I- .30 -I- .013 -I- .00 .00 1- PIPE I 1048.132 1633.524 I I .386 I 1633.910 I 2.40 6.66 I .69 I 1634.60 I .00 .59 I 1.31 I 1.500 I I .000 .00 I 0 .0 -I- 1.096 -I- .0684 -I- -I- -I- -I- -I- .0232 -1- .03 -I- .39 -I- 2.24 -I- .30 -I- .013 -I- .00 .00 1- PIPE FILE: P:\126-2023\Drainage\E6.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-25-2005 Time: 4: 4: 5 SD -LINE E4 Q100 --LAT E6 ICON SD JN 126-2023 wli E6.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem ICh -I- Slope -I- I I -I- I -I- I -I- -I- SF Avel -I- -i- HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X -Fall) ZR -I IType Ch ****+*�**I�***,tr***I**�***+rl,r�***�**+Ire***+***I*�*****I�*�,r*�r1•*r+****+I****+*+I**�*****I*�****,t*I+*�**��I*+�+.►*1�+**� I**:+�*• I 1049.228 1633.599 I I .399 i 1633.998 I 2.40 6.35 I .63 I 1634.62 .00 I .59 I 1.33 I 1.500 i I .000 .00 I 0 .0 -I- .891 -I- .0684 -I- -I- -I- -I- -I- .0203 -I- .02 -I- .40 2.10 -I- .30 -I- -I- .013 -I- .00 .00 I- PIPE I 1050.119 1633.660 I I .413 I 1634.073 I 2.40 6.06 I .57 I 1634.64 .00 I .59 I 1.34 I 1.500 I I .000 .00 I 0 .0 -I- .745 -I- .0684 -I- -I- -I- -I- -I- .0177 -I- .01 -I- .41 1.96 -I- .30 -I- -I- .013 -t- .00 .00 1- PIPE I 1050.864 1633.711 I I .427 I 1634.138 I 2.40 5.77 I .52 I 1634.66 .00 I .59 I 1.35 I 1.500 I I .000 .00 I 0 .0 .606 .0684 .0155 .01 .43 1.84 .30 .013 .00 .00 PIPE I 1051.469 1633.752 I I .442 I 1634.194 I 2.40 5.51 I .47 I 1634.66 .00 I .59 I 1.37 I 1.500 I I .000 .00 I 0 .0 -I- .488 -I- .0684 -I- -I- -I- -I- -I- .0136 -I- .01 -I- .44 1.72 -i- .30 -I- -I- .013 -I- .00 .00 1- PIPE I 1051.958 1633.786 I I .458 I 1634.244 I 2.40 5.25 I .43 I 1634.67 .00 I .59 I 1.38 I 1.500 I I .000 .00 I 0 .0 -1- .405 -I- .0684 -I- -I- -I- -I- -i- .0119 -I- .00 -I- .46 1.61 -I- .30 -I- -I- .013 -I- .00 .00 1- PIPE i 1052.362 1633.813 I t .474 I 1634.287 I 2.40 5.00 I .39 I 1634.68 .00 I .59 I 1.39 I 1.500 I I .000 .00 I 0 .0 -I- .316 -1- .0684 -I- -I- -I- -I- -I- .0104 -I- .00 -I- .47 1.50 -I- .30 -I- -I- .013 -I- .00 .00 1- PIPE I 1052.679 1633.835 I I .491 I 1634.326 I 2.40 4.77 I .35 I 1634.68 .00 I .59 I 1.41 I 1.500 I I .000 .00 I 0 .0 .255 .0684 .0091 .00 .49 1.41 .30 .013 .00 .00 PIPE I 1052.934 1633.852 I 1 .508 I 1634.360 I 2.40 4.55 I .32 I 1634.68 .00 I .59 I 1.42 I 1.500 I I .000 .00 I 0 .0 -I- .186 -I- .0684 -I- -I- -I- -I- -I- .0080 -I- .00 -i- .51 1.32 -I- .30 -I- -I- .013 -I- .00 .00 1- PIPE I 1053.120 1633.865 I I .526 I 1634.391 I 2.40 4.34 I .29 I 1634.68 .00 I .59 I 1.43 I 1.500 I I .000 .00 I 0 .0 -I- .123 -I- .0684 -i- -I- -I- -I- -I- .0070 -I- .00 -I- .53 1.23 -I- .30 -I- -I- .013 -I- .00 .00 1- PIPE ! a I ff II a 3 a i a i f l I l I I f I i I [ I [ I I a I t I i I FILE: P:\126-2023\Drainage\E6.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1-25-2005 Time: 4: 4: 5 SD -LINE E4 Q100 --LAT E6 ICON SD JN 126-2023 wli E6.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp i "N" I X -Fall) ZR (Type Ch +,t*,t**�**I�,t**,t+r*�I**,t*****I,r�r��*�**I�****+:**I+*+**+*I*****�*I•*�**•***I*++,r*a+l*�*�***+I�*��+*,r*1**+•**+I*++****I,t**** I�+rr,r**s I I I I I I I I I I I I I 1053.243 1633.873 .545 1634.418 2.40 4.14 .27 1634.68 .00 .59 1.44 1.500 .000 .00 0 .0 -1- -I- -I- -I- -i- -i- -I- -I- -I- -I- -I- -I- -I- 1- .083 .0684 .0061 .00 .55 1.15 .30 .013 .00 .00 PIPE I I I I I i i I I I i I I 1053.325 1633.879 .564 1634.443 2.40 3.94 .24 1634.68 .00 .59 1.45 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .015 .0684 .0054 .00 .56 1.07 .30 .013 .00 .00 PIPE I I I I I I I I I I I I I 1053.340 1633.880 .586 1634.466 2.40 3.75 .22 1634.68 .00 .59 1.46 1.500 .000 .00 0 .0 WALL ENTRANCE I I I I I I I I I I I I i 1053.340 1633.880 .904 1634.784 2.40 .19 .00 1634.78 .00 .10 14.00 6.000 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- FILE: P:\126-2023\Drainage\E6.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1-25-2005 Time: 4: 4: 1 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 6.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E4 HEADING LINE NO 2 IS - Q100 --LAT E6 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli E6.wsw W S P G W 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 1002.790 1630.420 7 1631.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1053.340 1633.880 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1053.340 1633.880 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1053.340 1633.880 9 1638.880 a i a i &# I! a i a' f l [ 1 t 1 f 1 [ 7 f 1 [ 1 E 1 t 1 [ 1 i 1 a 1 f l Tl SD -LINE E4 T2 Q100 --LAT E6 ICON SD T3 JN 126-2023 wli SO 1002.7901630.420 7 R 1053.3401633.880 7 WE 1053.3401633.880 9 SH 1053.3401633.880 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 6.000 Q 2.400 .0 E6.wsw .013 .500 1631.000 -- .000 .000 0 1638.880 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 I i a a 1 a I a 1 [ l t 1 t)[ 1 C l[ I 1 1 t C 1 r 1 t l FILE: P:\126-2023\Drainage\E7.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:37:13 SD -LINE E4 Q100 --LAT E7 ICON SD JN 126-2023 wli E7.wsw I invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.i Elev I Depth I Width IDia.-FTlor I.D.I ZL (Prs/Pip -I- L/Elem -i- ICh Slope I -I- I -I- I -I- I -i- -I- SF Avel -I- -I- HF ISE DpthlFroude -t- NINorm Dp -I- -I- I "N" I -I- X -Fall) ZR -I (Type Ch *****�***I,t,r,t+***,t*t****,r***I*,t*�*+*•*I*+***.***I**r*�**I�*r.*,t**I*******�*I*�r***,rl*****+a�l�+*�r**rl**,r:***I*****+*I***+• I**,r**** 1002.850 I I 1635.110 I .457 I 1635.567 I 5.40 11.86 1 2.18 I 1637.75 I .00 .90 I 1.38 I I 1.500 I .000 .00 I 0 .0 -I- 2.458 -I- .1009 -I- -I- -I- -I- -I- .0629 -I- .15 -I- .46 -I- 3.64 .41 -I- -I- .013 -I- .00 .00 I- PIPE 1005.308 I I 1635.358 I .464 I 1635.822 I 5.40 11.59 I 2.08 I 1637.91 I .00 .90 I 1.39 I I 1.500 I .000 -I- .00 I 0 .0 -I- 3.959 -I- .1009 -I- -I- -I- -I- -I- .0571 -I- .23 -I- .46 -I- 3.52 .41 -I- -I- .013 .00 .00 1- PIPE 1009.266 I I 1635.757 I .480 I 1636.238 I 5.40 11.05 I 1.89 I 1638.13 I .00 .90 I 1.40 I I 1.500 I .000 .00 I 0 .0 -I- 3.049 -I- .1009 -i- -I- -I- -I- -I- .0500 -I- .15 -I- .48 -I- 3.29 .41 -I- -I- .013 -i- .00 .00 1- PIPE 1012.316 I I 1636.Q65 I .497 I 1636.562 I 5.40 10.53 I 1.72 I 1638.28 I .00 .90 I 1.41 I I 1.500 I .000 .00 I 0 .0 -I- 2.428 -I- .1009 -I- -I- -I- -I- -I- .0438 -I- .11 -I- .50 -I- 3.08 .41 -I- -I- .013 -I- .00 .00 1- PIPE 1014.743 I I 1636.310 I .515 I 1636.825 I 5.40 10.04 I 1.57 I 1638.39 I .00 .90 I 1.42 I I 1.500 I .000 .00 1 0 .0 -I- 1.990 -I- .1009 -I- -I- -I- -I- -I- .0384 -I- .08 -I- .52 -I- 2.88 .41 -I- -I- .013 -I- .00 .00 1- PIPE 1016.733 I I 1636.511 I .533 I 1637.044 I 5.40 9.58 I 1.42 I 1638.47 I .00 .90 -i- I 1.44 I I 1.500 -I- I .000 -I- .00 I 0 .0 -I- 1.642 -I- .1009 -I- -I- -i- -I- -I- .0336 -I- .06 -I- .53 2.69 .41 -I- .013 .00 .00 1- PIPE 1018.375 I I 1636.676 I .552 I 1637.228 i 5.40 9.13 I 1.29 I 1638.52 I .00 .90 -I- I 1.45 I I 1.500 I .000 -I- .00 I 0 .0 -I- 1.368 -I- .1009 -I- -I- -I- -I- -I- .0295 -I- .04 -I- .55 2.52 .41 -I- -I- .013 .00 .00 I- PIPE 1019.743 I i 1636.814 .572 I I 1637.386 I 5.40 8.70 I 1.18 I 1638.56 I .00 .90 I 1.46 I I 1.500 I .000 -I- .00 I 0 .0 -I- 1.146 -I- .1009 -I- -I- -I- -I- -I- .0259 -I- .03 -I- .57 -I- 2.35 .41 -I- -I- .013 .00 .00 1- PIPE 1020.889 I I 1636.930 .593 I I 1637.523 I 5.40 8.30 i 1.07 I 1638.59 I .00 .90 I 1.47 I I 1.500 I .000 .00 I 0 .0 -I- .963 -I- .1009 -I- -I- -I- -I- -I- .0227 -I- .02 -i- .59 -I- 2.20 .41 -I- -I- .013 -I- .00 .00 1- PIPE l t 1 11 I E t a I f 1 f I l t 1 f 1[) t 1 E 1 1 [ 1 t 1 1 FILE: P:\126-2023\Drainage\E7.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:37:13 SD -LINE E4 Q100 --LAT E7 ICON SD JN 126-2023 wli E7.wsw f Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I -I- (FPS) Head I -I- Grd.E1.1 Elev I Depth I Width -I- IDia.-FTior -I- I.D.1 -I- ZL -I IPrs/Pip -I- -I- L/Elem ICh Slope -I- I I -I- I I -1- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I i I 1021.852 1637.027 I I .615 I 1637.642 I 5.40 7.91 I .97 I 1638.61 .00 I I .90 1.48 1.500 .000 .00 0 .0 -I- .820 -I- .1009 -I- -I- -I- -i- -I- .0199 -I- .02 -I- .62 -I- 2.05 -I- .41 -i- .013 -I- .00 .00 I- PIPE I 1022.672 1637.110 I I .637 I 1637.747 I 5.40 7.55 I .88 I 1638.63 .00 I I .90 1.48 I 1.500 I I .000 .00 I 0 .0 -I- .676 -I- .1009 -I- -I- -I- -I- -I- .0175 -I- .01 -I- .64 -I- 1.91 -I- .41 -I- .013 -I- .00 .00 1- PIPE I 1023.348 1637.178 I I .661 I 1637.839 I 5.40 7.19 I .80 I 1638.64 .00 I I .90 1.49 I 1.500 I I .000 .00 I 0 .0 -I- .574 -I- .1009 -I- -I- -I- -I- -I- .0154 -I- .01 -I- .66 -I- 1.79 -I- .41 -I- .013 -I- .00 .00 1- PIPE I 1023.922 1637.2,36 I I .685 I 1637.921 I 5.40 6.86 I .73 I 1638.65 .00 I .90 i 1.49 I 1.500 I I .000 .00 I 0 .0 -I- .463 -I- .1009 -I- -I- -I- -I- -I- .0135 -I- .01 -I- .69 -I- 1.67 -I- .41 -I- .013 -I- .00 .00 1- PIPE I 1024.385 1637.283 I I .711 i 1637.994 I 5.40 6.54 I .66 I 1638.66 .00 I .90 I 1.50 I 1.500 I I .000 .00 I 0 .0 -i- .375 -I- .1009 -I- -I- -I- -I- -I- .0119 -I- .00 -I- .71 -I- 1.55 -I- .41 -I- .013 -I- .00 .00 1- PIPE I 1024.760 1637.320 I I .738 I 1638.059 I 5.40 6.24 i .60 I 1638.66 .00 I .90 I 1.50 I 1.500 I i .000 .00 I 0 .0 -I- .297 -I- .1009 -I- -I- -I- -I- -I- .0105 -I- .00 -I- .74 -I- 1.45 -I- .41 -I- .013 -I- .00 .00 1- PIPE I 1025.057 1637,350 I I .766 I 1638.117 I 5.40 5.95 I .55 I 1638.67 .00 I .90 I 1.50 I 1.500 I ► .000 .00 I 0 .0 -I- .217 -I- .1009 -I- -I- -I- -I- -I- .0092 -I- .00 -I- .77 -I- 1.35 -I- .41 -I- .013 -I- .00 .00 I- PIPE I 1025.275 1637.372 I I .796 I 1638.168 I 5.40 5.67 I .50 I 1638.67 .00 I .90 I 1.50 i 1.500 I I .000 .00 I 0 .0 -I- .155 -I- .1009 -I- -I- -i- -I- -I- .0081 -I- .00 -I- .80 -I- 1.25 -I- .41 -i- .013 -I- .00 .00 1- PIPE I 1025.429 1637.388 I i .827 I 1638.215 I 5.40 5.40 I .45 I 1638.67 .00 i .90 I 1.49 i 1.500 I I .000 .00 I 0 .0 -1- .099 -I- .1009 -I- -I- -I- -I- -t- .0072 -I- .00 -I- .83 -I- 1.16 -I- .41 -I- .013 -I- .00 .00 1- PIPE t I & I W A a I t i a I f I i t f I r 1 f) I I f I t I f I f I [ I t� i f 1 FILE: P:\126-2023\Drainage\E7.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:37:13 SD -LINE E4 Q100 --LAT E7 ICON SD JN 126-2023 wli E7.wsw ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++ Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 2L IPrs/Pip -I- -I- -I- -I- -I- -I- -f- -I- -I- -I- -I- -I- -i- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) 2R IType Ch I I I I I I I I i I I I I 1025.528 1637.398 .859 1638.257 5.40 5.15 .41 1638.67 .00 .90 1.48 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .022 .1009 .0063 .00 .86 1.08 .41 .013 .00 .00 PIPE I I I I I I i I I I I I I 1025.550 1637.400 .896 1638.296 5.40 4.91 .37 1638.67 .00 .90 1.47 1.500 .000 .00 0 .0 WALL ENTRANCE I I I I I I I I I I I I I 1025.550 1637.400 1.455 1638.854 5.40 .27 .00 1638.86 .00 .17 14.00 5.740 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- a 1 &I a 1 9 1 ! i f I t I C 1 t I t I 11 f) [ 1 [ 1 t i f I t i i I FILE: P:\126-2023\Drainage\E7.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 9-2005 Time: 7:37: 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 WIDTH DROP CD 1 4 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.740 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E4 HEADING LINE NO 2 IS - Q100 --LAT E7 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli E7.wsw W S P G W 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 1002.850 1635.110 7 1635.200 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1025.550 1637.400 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1025.550 1637.400 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1025.550 1637.400 9 1643.140 T1 SD -LINE E4 T2 Q100 --LAT E7 ICON SD T3 JN 126-2023 wli SO 1002.8501635.110 7 R 1025.5501637.400 7 WE 1025.5501637.400 9 SH 1025.5501637.400 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.740 Q 5.400 .0 E7.wsw 1635.200 .013 .500 1643.140 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 .000 .000 0 FILE: P:\126-2023\Drainage\E8.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:12:58 SD -LINE E4 Q100 --IAT E8 ICON SD JN 126-2023 wli EB.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CES) I (FPS) Head I Grd.E1,1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I i I I I I i I I I I 1002.790 1637.750 1.050 1638.800 2.30 1.74 .05 1638.85 .00 .57 1.37 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- .022 .0803 .0007 .00 1.05 .31 .28 .013 .00 .00 PIPE I i I I I I I I I I I I I 1002.812 1637.752 1.005 1638.757 2.30 1.83 .05 1638.81 .00 .57 1.41 1.500 .000 .00 0 .0 HYDRAULIC JUMP I I i I I I I I I I I I I 1002.812 1637.752 .283 1638.035 2.30 9.92 1.53 1639.56 .00 .57 1.17 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 19.938 .0803 .0756 1.51 .28 3.93 .28 .013 .00 .00 PIPE I I I I I I I I I I I I I 1022.750 1639.353 .289 1639.642 2.30 9.63 1.44 1641.08 .00 .57 1.18 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- 1- 9.685 .0803 .0678 .66 .29 3.78 .28 .013 .00 .00 PIPE I I I I I I I I t I I I I 1032.435 1640.131 .299 1640.430 2.30 9.18 1.31 1641.74 .00 .57 1.20 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- 1- 5.181 .0803 .0593 .31 .30 3.54 .28 .013 .00 .00 PIPE I I I I I I I I I I I I i 1037.616 1640.547 .309 1640.856 2.30 8.75 1.19 1642.05 .00 .57 1.21 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 3.439 .0803 .0518 .18 .31 3.32 .28 .013 .00 .00 PIPE I I I I I I I I I I I I I 1041.054 1640.823 .319 1641.143 2.30 8.35 1.08 1642.22 .00 .57 1.23 1.500 .000 .00 0 .0 2.489 .0803 .0452 .11 .32 3.10 .28 .013 .00 .00 PIPE I I I I I I I I I I I I I 1043.543 1641.023 .330 1641.353 2.30 7.96 .98 1642.34 .00 .57 1.24 1.500 .000 .00 0 .0 -I- -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 1.922 .0803 .0395 .08 .33 2.91 .28 .013 .00 .00 PIPE I I I I I I I I I I I I i 1045.465 1641.178 .341 1641.519 2.30 7.59 .89 1642.41 .00 .57 1.26 1.500 .000 .00 0 .0 -I- -i- -I- -1- -I- -I- -I- -I- -I- -I- -I- -1- -I- 1- 1.514 .0803 .0346 .05 .34 2.72 .28 .013 .00 .00 PIPE 4 i I t I f) f) f) f) f 1 f 1 f) f) f) f l f) 1 f f 5 FILE: P:\126-2023\Drainage\E8.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:12:58 SD -LINE E4 Q100 --LAT E8 ICON SD JN 126-2023 wli E8.wsw I Invert I Depth I Water I Q i Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Nth Station I Elev I (FT) I Elev I (CES) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 -I- -I- ZL -I IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I i -I- I -I- -I- SF Avel -I- HF ISE -I- DpthIFroude -I- NINorm Dp -I- I "N" I X-Fa111 ZR (Type Ch +*�****�*I******�**Ir+*�**��I**a***�**1�***+:***I**,r+�*rl*�*+***1**�+*��**I+*.,r+�*1�***++**I�*****+*I**��***I**�+,v**1+***. I***.*�• 1046.978 I I 1641.299 .353 I I 1641.652 1 2.30 7.23 I .81 I 1642.47 .00 I I .57 1.27 I 1.500 -I- I i .000 -I- .00 I 0 .0 -I- 1.235 -I- .0803 -I- -I- -I- -I- -I- .0302 -I- .04 -I- .35 -i- 2.55 .28 -I- .013 .00 .00 1- PIPE 1048.214 I i 1641.399 .365 i I 1641.764 I 2.30 6.90 I .74 i 1642.50 .00 I I .57 1.29 I 1.500 I i .000 .00 I 0 .0 -I- 1.005 -I- .0803 -I- -I- -I- -I- -I- .0264 -I- .03 -I- .37 -I- 2.39 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1049.219 I i 1641.479 .378 I I 1641.857 i 2.30 6.58 I .67 I 1642.53 .00 I 1 .57 1.30 I 1.500 -I- -I- I I .000 -i- .00 I 0 .0 -I- .840 -I- .0803 -I- -I- -I- -I- -I- .0231 -I- .02 -I- .38 -I- 2.24 .28 .013 .00 .00 1- PIPE 1050.059 I I 1641.5.47 .391 I I 1641.938 I 2.30 6.27 I .61 I 1642.55 .00 I i .57 1.32 I 1.500 I I .000 .00 I 0 .0 -I- .707 -I- .0803 -I- -I- -I- -I- -I- .0202 -I- .01 -I- .39 -I- 2.09 .28 -I- -i- .013 -I- .00 .00 1- PIPE 1050.767 I i 1641.604 .404 I I 1642.008 I 2.30 5.98 I .56 I 1642.56 .00 I .57 I 1.33 I 1.500 I I .000 .00 I 0 .0 -I- .582 -I- .0803 -I- -I- -I- -I- -I- .0177 -I- .01 -I- .40 -i- 1.96 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1051.349 I I 1641.650 .418 I I 1642.068 I 2.30 5.70 I .50 I 1642.57 .00 I I .57 1.35 I 1.500 i I .000 .00 I 0 .0 -I- .476 -I- .0803 -I- -I- -I- -I- -I- .0155 -I- .01 -I- .42 -I- 1.83 .28 -I- -1- .013 -I- .00 .00 1- PIPE 1051.825 I I 1641.688 .433 I I 1642.122 I 2.30 5.44 I .46 I 1642.58 .00 I I .57 1.36 I 1.500 I I .000 .00 I 0 .0 -I- .400 -I- .0803 -I- -I- -I- -I- -I- .0136 -I- .01 -I- .43 -I- 1.72 .28 -I- -I- .013 -I- .00 I .00 i- PIPE 1052.225 I I 1641.721 .448 I I 1642.169 I 2.30 5.18 I .42 I 1642.59 .00 I .57 -I- I 1.37 I 1.500 -I- -I- I .000 -I- .00 I 0 .0 -I- .320 -I- .0803 -I- -I- -I- -I- -I- .0119 -I- .00 -I- .45 1.61 .28 .013 .00 .00 1- PIPE 1052.545 I i 1641.746 .464 I I 1642.210 I 2.30 4.94 I .38 I 1642.59 .00 t .57 -I- I 1.39 I 1.500 -I- -I- I I .000 -I- .00 I 0 .0 -I- .264 -I- .0803 -I- -I- -I- -i- -I- .0104 -I- .00 -I- .46 1.50 .28 .013 .00 .00 1- PIPE I 1 1 I a I a I 1 i 1. I C I i I t l f I I I I I 1 1 [ I t I 1 I 1 I 1 1 1 1 FILE: P:\126-2023\Drainage\E8.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:12:58 SD -LINE E4 Q100 --LAT E8 ICON SD JN 126-2023 wli E8.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope -I- I -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X-Fa111 ZR -I IType Ch I 1052.809 1641.768 I .480 I I 1642.248 I 2.30 4.71 I .34 I 1642.59 .00 I .57 I 1.40 I I 1.500 I .000 .00 I 0 .0 -I- .201 -I- .0803 -I- -I- -I- -I- -I- .0091 -I- .00 -I- .48 -i- 1.41 -I- .28 -I- .013 -t- .00 .00 I- PIPE 1053.010 I 1641.784 I .497 I I 1642.281 I 2.30 4.49 I .31 I 1642.59 .00 I .57 I 1.41 I I 1.500 I .000 .00 I 0 .0 -I- .145 -i- .0803 -I- -I- -I- -I- -I- .0080 -I- .00 -I- .50 -I- 1.31 -I- .28 -i- .013 -I- .00 .00 1- PIPE 1053.155 I 1641.795 I .515 I I 1642.310 I 2.30 4.28 I .28 I 1642.60 .00 I .57 -I- I 1.42 I I 1.500 I .000 .00 I 0 .0 -I- .108 -I- .0803 -I- -I- -I- -I- -I- .0070 -I- .00 -I- .52 1.23 -I- .28 -I- .013 -I- .00 .00 1- PIPE 1053.263 I 1641.8.04 I .533 I I 1642.337 I 2.30 4.08 I .26 i 1642.60 .00 I .57 I 1.44 I I 1.500 I .000 .00 I 0 .0 -I- .061 -I- .0803 -I- -I- -I- -I- -I- .0061 -I- .00 -I- .53 -I- 1.15 -I- .28 -1- .013 -I- .00 .00 1- PIPE 1053.324 I 1641.809 i .552 I I 1642.361 I 2.30 3.89 I .24 I 1642.60 .00 I .57 I 1.45 I I 1.500 I .000 .00 I 0 .0 -I- .016 -I- .0803 -I- -I- -I- -I- -I- .0054 -I- .00 -I- .55 -I- 1.07 -I- .28 -I- .013 -I- .00 .00 1- PIPE 1053.340 I 1641.810 I .573 I I 1642.383 I 2.30 3.70 I .21 I 1642.60 .00 I .57 I 1.46 I I 1.500 I .000 .00 I 0 .0 WALL ENTRANCE 1053.340 I 1641.810 I .882 I I 1642.692 I 2.30 .26 I .00 I 1642.69 .00 I .12 I 10.00 I I 5.000 f 10.000 .00 I 0 .0 i a 'I a 1< a I &I A f i [ 1 [ 1 t 1 [ 1 t 1 f 1 f 1 9 1 [ 1 i 1 [ 1 FILE: P:\126-2023\Drainage\E8.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 9:12:54 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E4 HEADING LINE NO 2 IS - Q100 --LAT E8 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli E8.wsw W S P G W 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 1002.790 1637.750 7 1638.800 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1053.340 1641.810 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1053.340 1641.810 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1053.340 1641.810 9 1646.810 T1 SD -LINE E4 T2 Q100 --LAT E8 ICON SD T3 JN 126-2023 wli SO 1002.7901637.750 7 R 1053.3401641.810 7 WE 1053.3401641.810 9 SH 1053.3401641.810 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .0.00 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 2.300 .0 I f i [ i f i f i f E8.wsw 1638.800 .013 .000 .000 0 .500 1646.810 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 10.000 .000 .000 .00 E t j a I a I a. I a I t l [ 1 t l [ l [ 1 t i [ l f l [ -1 i 1 [ i FILE: P:\126-2023\Drainage\E9.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:12:22 SD -LINE E4 Q100 --LAT E9 ICON SD JN 126-2023 wli E9.wsw i Invert I Depth 1 Water I Q I Vel Vel 1 Energy I Super ICriticallFlow ToplHeight/IBase WtI 1No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- -I- NINorm Dp -I- I "N" I -I- X -Fall) ZR (Type Ch **�*+****1*�.**r****I***,r*+**I***�+,r>**I**+++:+>*1*�*****l+*�+*+*I.***+***+I*+�,r*•*I+***�**�I******a*1*****w*Ir**r***1****� I*r�*+�* 1002.830 I I 1640.710 I .339 I 1641.048 I 4.60 15.38 I 3.67 I 1644.72 .00 I .82 I 1.25 I I 1.500 I .000 .00 1 0 .0 -i- .739 -I- .2156 -i- -I- -I- -I- -I- .1517 -I- .11 -I- .34 -I- 5.55 -I- .31 -I- .013 -I- .00 .00 i- PIPE 1003.569 I I 1640.869 I .340 I 1641.209 I 4.60 15.26 i 3.62 I 1644.83 .00 I .82 I 1.26 I I 1.500 I .000 .00 I 0 .0 -I- 4.219 -I- .2156 -I- -I- -I- -I- -I- .1406 -i- .59 -I- .34 -I- 5.49 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1007.789 I I 1641.779 i .352 I 1642.131 I 4.60 14.55 i 3.29 I 1645.42 .00 I .82 I 1.27 I I 1.500 I .000 .00 I 0 .0 -I- 3.095 -I- .2156 -I- -i- -I- -I- -I- .1229 -I- .38 -I- .35 -I- 5.14 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1010.883 I I 1642.446 I .364 I 1642.811 I 4.60 13.87 I 2.99 I 1645.80 .00 I .82 I 1.29 I 1.500 I I .000 .00 I 0 .0 -I- 2.400 -I- .2156 -i- -I- -I- -I- -I- .1075 -I- .26 -I- .36 -I- 4.82 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1013.284 I I 1642.964 I .376 I 1643.340 I 4.60 13.23 I 2.72 I 1646.06 .00 I .82 I 1.30 I 1.500 i I .000 .00 I 0 .0 -I- 1.923 -I- .2156 -I- -I- -I- -i- -I- .0939 -I- .18 -I- .38 -I- 4.51 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1015.206 I I 1643.379 I .389 I 1643.768 i 4.60 12.61 I 2.47 I 1646.24 .00 I .82 I 1.31 I 1.500 I I .000 .00 I 0 .0 -I- 1.578 -I- .2156 -I- -I- -I- -I- -I- .0822 -I- .13 -I- .39 -I- 4.22 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1016.784 I I 1643.719 I .403 I 1644.122 I 4.60 12.03 I 2.25 I 1646.37 .00 I .82 I 1.33 I I 1.500 I .000 .00 I 0 .0 1.323 .2156 .0720 .10 .40 3.95 .31 .013 .00 .00 PIPE 1018.108 I I 1644.004 I .417 I 1644.422 I 4.60 11.47 I 2.04 I 1646.46 .00 I .82 I 1.34 i 1.500 I I .000 .00 I 0 .0 -I- 1.124 -I- .2156 -I- -I- -I- -I- -I- .0630 -I- .07 -I- .42 -I- 3.70 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1019.231 I I 1644.247 .431 I I 1644.678 I 4.60 10.93 I 1.86 I 1646.53 .00 I .82 I 1.36 I 1.500 i I .000 .00 I 0 .0 -I- .957 -I- .2156 -I- -I- -I- -I- -I- .0551 -I- .05 -I- .43 -I- 3.46 -I- .31 -I- .013 -I- .00 .00 1- PIPE I FILE: P:\126-2023\Drainage\E9.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:12:22 SD -LINE E4 Q100 --LAT E9 ICON SD JN 126-2023 wli E9.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTior I.D.1 ZL -I IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- -I- -I- DpthlFroude NINorm Dp -I- I "N" -I- I X -Fall) ZR (Type Ch I 1020.189 I I 1644.453 I .446 I 1644.899 I 4.60 10.42 I 1.69 I 1646.59 .00 i .82 I 1.37 I 1.500 I I .000 .00 0 .0 -I- .821 -I- .2156 -I- -I- -I- -I- -i- .0482 -I- .04 -i- .45 -I- 3.24 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1021.009 I I 1644.630 I .462 I 1645.092 I 4.60 9.94 i 1.53 I 1646.63 .00 I .82 1 1.39 I 1.500 I I .000 .00 I 0 .0 -I- .712 -I- .2156 -I- -I- -I- -I- -I- .0422 -I- .03 -I- .46 -I- 3.03 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1021.721 I i 1644.784 I .478 I 1645.262 I 4.60 9.48 I 1.39 I 1646.66 .00 I .82 I 1.40 I 1.500 I I .000 .00 I 0 .0 -I- .614 -I- .2156 -I- -I- -I- -I- -I- .0370 -I- .02 -I- .48 -I- 2.83 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1022.335 I I 1644.916 i .495 I 1645.411 I 4.60 9.03 I 1.27 I 1646.68 .00 I .82 I 1.41 I 1.500 I I .000 .00 I 0 .0 -I- .536 -I- .2156 -I- -i- -I- -I- -I- .0324 -I- .02 -I- .50 -I- 2.65 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1022.871 i I 1645.032 .512 I I 1645.544 I 4.60 8.61 I 1.15 I 1646.70 .00 I .82 I 1.42 I 1.500 I I .000 .00 I 0 .0 -I- .458 -I- .2156 -I- -I- -I- -I- -I- .0284 -I- .01 -I- .51 -I- 2.48 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1023.329 I I 1645.130 .531 I I 1645.661 I 4.60 8.21 I 1.05 I 1646.71 .00 I .82 I 1.43 I 1.500 I i .000 .00 I 0 .0 -I- .400 -I- .2156 -I- -i- -I- -I- -I- .0249 -I- .01 -t- .53 -I- 2.32 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1023.729 I I 1645.217 .550 I I 1645.767 I 4.60 7.83 I .95 I 1646.72 .00 I .82 I 1.45 i 1.500 I I .000 .00 I 0 .0 -I- .349 -I- .2156 -I- -I- -I- -I- -I- .0218 -I- .01 -I- .55 -I- 2.17 -I- .31 -I- .013 -I- .00 .00 I- PIPE 1024.078 I I 1645.292 .569 I I 1645.861 I 4.60 7.47 I .87 1 1646.73 .00 I .82 I 1.46 I 1.500 I i .000 .00 I 0 .0 -I- .294 -I- .2156 -I- -I- -I- -I- -I- .0191 -I- .01 -I- .57 -I- 2.02 -I- .31 -I- .013 -I- .00 .00 1- PIPE 1024.371 I I 1645.355 .590 I I 1645.945 I 4.60 7.12 I .79 I 1646.73 .00 I .82 I 1.47 I 1.500 I i .000 .00 I 0 .0 -I- .254 -I- .2156 -I- -I- -I- -I- -I- .0168 -i- .00 -I- .59 -I- 1.89 -I- .31 -I- .013 -1- .00 .00 1- PIPE I [ 1 [ l f l t l f l t i FILE: P:\126-2023\Drainage\E9.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:12:22 SD -LINE E4 Q100 --LAT E9 ICON SD JN 126-2023 wli E9.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope -I- I I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" I -I- X -Fall) -I ZR IType Ch +****+**�I*+******•I********I*+*��*+**I**a*a*:*rl�a**�**I*+r**,r**I**•**��*I*******I+****•�+I*++**�**I**�+�+*I�***++*I+*�++ I+***+** I 1024.625 i 1645.410 I I .611 I 1646.021 I 4.60 6.79 I .72 I 1646.74 .00 I I .82 1.47 I I 1.500 I .000 .00 0 .0 -I- .209 -I- .2156 -I- -I- -I- -I- -I- .0147 -i- .00 -I- .61 -I- 1.76 -I- .31 -I- .013 -I- .00 .00 I- PIPE 1024.835 I 1645.455 I I .634 I 1646.089 I 4.60 6.47 I .65 I 1646.74 .00 I .82 -I- I 1.48 I I 1.500 -I- i .000 -I- .00 I 0 .0 -i- .178 -I- .2156 -I- -I- -I- -I- -I- .0130 -I- .00 -I- .63 1.65 -I- .31 .013 .00 .00 1- PIPE 1025.013 I 1645.494 I I .657 I 1646.151 I 4.60 6.17 I .59 I 1646.74 .00 I .82 I 1.49 I i 1.500 I .000 .00 I 0 .0 -t- .141 -I- .2156 -I- -1- -I- -I- -I- .0114 -I- .00 -I- .66 -I- 1.54 -I- .31 -I- .013 -I- .00 .00 i- PIPE 1025.154 I 1645.524 I I .682 I 1646.206 I 4.60 5.88 1 .54 I 1646.74 .00 I .82 I 1.49 I 1.500 -I- I I .000 .00 I 0 .0 -I- .116 -i- .2156 -I- -I- -I- -I- -I- .0100 -I- .00 -I- .68 -I- 1.43 -I- .31 .013 -I- .00 .00 1- PIPE 1025.270 I 1645.549 I I .707 I 1646.256 I 4.60 5.61 I .49 I 1646.74 .00 I .82 I 1.50 I 1.500 -I- I I .000 .00 I 0 .0 -I- .084 -I- .2156 -I- -I- -I- -i- -I- .0088 -I- .00 -I- .71 -I- 1.34 -i- .31 .013 -I- .00 .00 1- PIPE 1025.354 I 1645.567 I i .734 I 1646.301 I 4.60 5.35 I .44 I 1646.75 .00 I .82 I 1.50 I 1.500 -I- I I .000 .00 I 0 .0 -I- .060 -I- .2156 -I- -I- -I- -I- -I- .0078 -I- .00 -I- .73 -I- 1.24 -I- .31 .013 -I- .00 .00 1- PIPE 1025.414 I 1645.580 I I .762 I 1646.342 I 4.60 5.10 I .40 I 1646.75 .00 I .82 I 1.50 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .037 -i- .2156 -I- -i- -I- -I- -I- .0068 -I- .00 -I- .76 -I- 1.16 -I- .31 .013 .00 .00 I- PIPE 1025.451 I 1645.588 I I .791 I 1646.379 I 4.60 4.86 I .37 I 1646.75 .00 I .82 I 1.50 I 1.500 -I- i I .000 .00 I 0 .0 -I- .009 -I- .2156 -I- -I- -I- -I- -I- .0060 -I- .00 -I- .79 -I- 1.08 -I- .31 .013 -1- .00 .00 1- PIPE 1025.460 I 1645.590 I I .824 I 1646.413 I 4.60 4.63 I .33 I 1646.75 .00 I .82 I 1.49 I 1.500 I I .000 .00 I 0 .0 WALL ENTRANCE [ 1 t f t o a I a I a i [ I [ l[ I i i) r l[ i I i t l[ l t I i t I FILE: P:\126-2023\Drainage\E9.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:12:22 SD -LINE E4 Q100 --LAT E9 ICON SD JN 126-2023 wli E9.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lEase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR (Type Ch I I I I I I i I I I I I I 1025.460 1645.590 1.314 1646.903 4.60 .35 .00 1646.91 .00 .19 10.00 5.000 10.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- t f a a &A a i a A 9 1 t 1 f 1 f 1 f 1 f 1 f 1 f 1 f 1 f 1 f 1 f 1 FILE: P:\126-2023\Drainage\E9.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 3-14-2005 Time: 7:12:18 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 ..000 7.470 2.000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E4 HEADING LINE NO 2 IS - Q100 --LAT E9 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli E9.wsw W S P G W 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 1002.830 1640.710 7 1641.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1025.460 1645.590 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1025.460 1645.590 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1025.460 1645.590 9 1633.130 Tl SD -LINE E4 T2 Q100 --LAT E9 ICON SD T3 JN 126-2023 wli SO 1002.8301640.710 7 R 1025.4601645.590 7 WE 1025.4601645.590 9 SH 1025.4601645.590 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 4.600 .0 I E9.wsw 013 500 1641.50 .000 .000 0 1633.130 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 10.000 .000 .000 .00 Y I i 1 [ 1 i 1 [ 1 t 1 t 1 1 FILE: P:\126-2023\Drainage\ElO.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:34:21 SD -LINE E4 Q100 --LAT E10 ICON SD JN 126-2023 wli El0.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTior I.D.I -I- 2L IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fall) 2R -I IType Ch I I I I I I 1002.830 I 1641.800 I .177 I 1641,978 I 1.10 9.35 I 1.36 I 1643.34 .00 I .39 .97 1.500 .000 .00 0 .0 -I- 17.877 -I- .1243 -I- -I- -I- -I- -I- .1245 -I- 2.23 -I- .18 -I- 4.73 -I- .18 -I- .013 -I- .00 .00 I- PIPE I 1020.707 I 1644.023 I .177 I 1644.200 I 1.10 9.35 I 1.36 I 1645.56 .00 I I .39 .97 I 1.500 I I .000 .00 I 0 .0 -1- 15.093 -I- .1243 -I- -I- -I- -I- -I- .1179 -I- 1.78 -I- .18 -I- 4.73 -I- .18 -i- .013 -I- .00 .00 1- PIPE I 1035.800 I 1645.900 I .182 I 1646.082 I 1.10 9.00 I 1.26 I 1647.34 .00 -I- I I .39 -I- .98 -I- I 1.500 -I- I i .000 -I- .00 I 0 1- .0 -I- 5.395 -i- .1243 -I- -I- -I- -I- -I- .1043 -I- .56 .18 4.49 .18 .013 .00 I .00 PIPE I 1041.195 I 1646.5.70 I .188 I 1646.758 I 1.10 8.58 i 1.14 I 1647.90 .00 I I .39 .99 I 1.500 I .000 .00 I 0 .0 -I- 2.932 -I- .1243 -I- -I- -i- -I- -I- .0910 -I- .27 -I- .19 -I- 4.21 -I- .18 -I- .013 -I- .00 .00 1- PIPE I 1044.127 1646.935 I I .194 I 1647.129 I 1.10 8.18 I 1.04 I 1648.17 .00 I .39 -I- I 1.01 I 1.500 I I .000 -I- .00 I 0 .0 -I- 1.963 -I- .1243 -I- -I- -I- -I- -I- .0793 -I- .16 -I- .19 3.94 -I- .18 -I- .013 .00 .00 1- PIPE I 1046.090 1647.179 I .200 I I 1647.379 I 1.10 7.80 I .94 I 1648.32 .00 I .39 I 1.02 I 1.500 I I .000 .00 I 0 .0 -I- 1.430 -I- .1243 -I- -I- -I- -I- -I- .0692 -I- .10 -i- .20 -I- 3.70 -1- .18 -I- .013 -I- .00 .00 1- PIPE I 1047.519 1647.357 1 .207 I I 1647.564 I 1.10 7.43 I .86 I 1648.42 .00 I .39 I 1.03 I 1.500 I I .000 .00 I 0 .0 1.112 .1243 .0604 .07 .21 3.47 .18 .013 .00 .00 PIPE I 1048.631 1647.495 i .214 I I 1647,709 I 1.10 7.09 I .78 I 1648.49 .00 i .39 I 1.05 I 1.500 I I .000 .00 I 0 .0 -I- .893 -I- .1243 -I- -I- -I- -I- -I- .0528 -I- .05 -i- .21 -i- 3.25 -I- .18 -I- .013 -I- .00 .00 1- PIPE I 1049.525 1647.606 I .221 I I 1647.827 I 1.10 6.76 I .71 I 1648.54 .00 I .39 -I- I 1.06 I 1.500 I I .000 -I- .00 I 0 .0 -I- .722 -I- .1243 -I- -I- -I- -I- -I- .0461 -I- .03 -I- .22 3.04 -I- .18 -i- .013 .00 .00 1- PIPE Y a i a A a I a 1 9 1 f 1 1 1 f 1 1 1 1 1 1 1 f 3 f l[ 1 C 1 1 f 1 f 1 FILE: P.\126-2023\Drainage\El0.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:34:21 SD -LINE E4 Q100 --LAT E10 ICON SD JN 126-2023 wli E10.wsw Invert I Depth I Water 1 Q I Vel Vel I Energy i Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -i- HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" I -i- X -Fall) ZR -i (Type Ch 1050.247 I I 1647.696 I .229 I 1647.925 I 1.10 6.44 I .64 I 1648.57 .00 I .39 i 1.08 i I 1.500 I .000 .00 I 0 .0 -I- .614 -I- .1243 -I- -1- -I- -I- -I- .0403 -I- .02 -I- .23 -I- 2.86 -I- .18 -I- .013 -I- .00 .00 I- PIPE 1050.861 I I 1647.772 I .236 I 1648.008 I 1.10 6.14 I .59 I 1648.59 .00 I .39 I 1.09 I 1.500 I I .000 .00 I 0 .0 -I- .508 -I- .1243 -i- -I- -I- -I- -I- .0351 -I- .02 -I- .24 -I- 2.67 -I- .18 -I- .013 -I- .00 .00 1- PIPE 1051.368 I I 1647.835 I .244 I 1648.079 I 1.10 5.86 I .53 I 1648.61 .00 I .39 I 1.11 I I 1.500 I .000 .00 I 0 .0 -I- .432 -I- .1243 -I- -I- -i- -I- -I- .0307 -I- .01 -I- .24 -I- 2.51 -I- .18 -I- .013 -I- .00 .00 1- PIPE 1051.800 I I 1647.889 I .252 I 1648.141 I 1.10 5.59 I .48 I 1648.63 .00 I .39 I 1.12 i 1.500 I I .000 .00 I 0 .0 .359 .1243 .0268 .01 .25 2.35 .18 .013 .00 .00 PIPE 1052.159 I I 1647.933 .261 I I 1648.195 i 1.10 5.33 I .44 I 1648.64 .00 I .39 I 1.14 I 1.500 I I .000 .00 I 0 .0 -I- .308 -I- .1243 -I- -t- -I- -I- -I- .0234 -I- .01 -I- .26 -I- 2.20 -I- .18 -I- .013 -I- .00 .00 1- PIPE 1052.467 I I 1647.972 I .270 I 1648.242 I 1.10 5.08 I .40 I 1648.64 .00 I .39 I 1.15 I 1.500 I I .000 .00 I 0 .0 -I- .264 -I- .1243 -I- -I- -I- -I- -I- .0205 -I- .01 -I- .27 -I- 2.06 -I- .18 -I- .013 -I- .00 .00 1- PIPE 1052.731 I I 1648.005 .279 I I 1648.284 I 1.10 4.84 I .36 I 1648.65 .00 i .39 1 1.17 I 1.500 i I .000 .00 0 .0 -I- .226 -I- .1243 -I- -I- -i- -I- -I- .0179 -I- .00 -I- .28 -I- 1.93 -I- .18 -I- .013 -I- .00 .00 f- PIPE 1052.957 I I 1648.033 .288 I I 1648.321 I 1.10 4.62 I .33 I 1648.65 .00 I .39 I 1.18 I 1.500 I I .000 .00 I 0 .0 -I- .185 -I- .1243 -I- -I- -I- -I- -I- .0156 -I- .00 -I- .29 -I- 1.81 -I- .18 -I- .013 -I- .00 .00 1- PIPE 1053.142 I I 1648.056 .298 I I 1648.354 I 1.10 4.40 I .30 I 1648.65 .00 I .39 I 1.20 I 1.500 1 I .000 .00 I 0 .0 -i- .157 -I- .1243 -I- -I- -I- -I- -I- .0136 -I- .00 -I- .30 -I- 1.70 -I- .18 -I- .013 -I- .00 .00 1- PIPE t! f t &A a I t i t 1 t i t i t 1 t i t 1 l i t i t i t i t i t i FILE: P:\126-2023\Drainage\ElO.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 9:34:21 SD -LINE E4 Q100 --LAT E10 ICON SD JN 126-2023 wli E10.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head 1 Grd.El.1 Elev 1 Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope -I- I -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR IType Ch I 1053.299 1648.075 I .308 I I 1648.383 I 1.10 4.20 I .27 i 1648.66 .00 I .39 I 1.21 I 1.500 I I .000 .00 I 0 .0 -I- .123 -I- .1243 -I- -I- -I- -i- -I- .0119 -I- .00 -I- .31 -I- 1.59 -I- .18 -I- .013 -I- .00 .00 I- PIPE I 1053.422 1648.090 I .319 I I 1648.410 I 1.10 4.00 I .25 I 1648.66 .00 I .39 I 1.23 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .102 -I- .1243 -I- -I- -I- -I- -I- .0104 -I- .00 -I- .32 -I- 1.49 -1- .18 .013 .00 .00 1- PIPE I 1053.524 1648.103 I .330 I I 1648.433 I 1.10 3.82 I .23 I 1648.66 .00 I .39 I 1.24 I 1.500 -I- I I .000 -I- .00 1 0 .0 -I- .083 -I- .1243 -I- -I- -I- -I- -I- .0091 -I- .00 -I- .33 -I- 1.40 -I- .18 .013 .00 .00 1- PIPE I 1053.607 1648.113 I .341 I I 1648.454 I 1.10 3.64 I .21 I 1648.66 .00 I .39 I 1.26 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .066 -I- .1243 -1- -I- -I- -I- -I- .0080 -I- .00 -I- .34 -I- 1.31 -I- .18 .013 .00 .00 1- PIPE I 1053.673 1648.122 I .352 I I 1648.474 I 1.10 3.47 I .19 I 1648.66 .00 I .39 I 1.27 I 1.500 -I- i .000 I .00 I 0 .0 -I- .034 -I- .1243 -I- -I- -I- -I- -I- .0070 -I- .00 -I- .35 -I- 1.22 -I- .18 .013 -I- .00 .00 1- PIPE I 1053.707 1648.126 I .365 I I 1648.491 i 1.10 3.31 i .17 I 1648.66 .00 I .39 I 1.29 I 1.500 -I- I I .000 .00 I 0 .0 -I- .029 -I- .1243 -I- -I- -I- -I- -I- .0061 -I- .00 -I- .37 -I- 1.15 -I- .18 .013 -I- .00 .00 1- PIPE I 1053.736 1648.130 I .377 I I 1648.507 i 1.10 3.15 I .15 I 1648.66 .00 I .39 I 1.30 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .004 -I- .1243 -I- -I- -I- -i- -I- .0053 -I- .00 -I- .38 -I- 1.07 -I- .18 .013 .00 .00 I- PIPE I 1053.740 -I- 1648.130 I .392 I i 1648.522 -I- I 1.10 -I- 3.00 -I- I .14 -I- I 1648.66 -I- .00 -I- I .39 -I- I 1.32 -I- I 1.500 -I- I I .000 -I- .00 I 0 .0 i - -I- WALL ENTRANCE -i- I 1053.740 -I- 1648.130 -I- I .593 -I- I i 1648.723 -I- I 1.10 -I- .19 -I- I .00 -I- I 1648.72 -I- .00 -I- I .07 -1- I 10.00 -I- I 5.000 -I- I 10.000 -I- I .00 I 0 .0 I- [ 1 a a a I & I t I F 1 t 1 1 1 [ 1 t 1 [ 1 f I [ 1 [ 1 t 1 [ 1 [ 1 1 1 1 1 FILE: P:\126-2023\Drainage\EIO.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 9:34:17 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E4 HEADING LINE NO 2 IS - Q100 --LAT E10 ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli E10.wsw W S P G W 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 1002.830 1641.800 7 1642.100 ELEMENT NO 2 IS A REACH * * * �- U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1053.740 1648.130 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1053.740 1648.130 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1053.740 1648.130 9 1653.130 N [ i a i a i a A f 1 t 1 t 1 i I 1 I 1 I I I 1 f l(! I I a I t I a 1 a t T1 SD -LINE E4 T2 Q100 --LAT E10 ICON SD T3 JN 126-2023 wli SO 1002.8301641.800 7 R 1053.7401648.130 7 WE 1053.7401648.130 9 SH 1053.7401648.130 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 1.100 .0 E10.wsw 013 500 1642.100 .000 .000 0 1653.130 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 10.000 .000 .000 .00 i 1 E I K! w a l B l [ i t 1 1 l [ 1 1 1 1 f l E 1 t 1 r 1 ! 1 FILE: P:\126-2023\Drainage\Ell.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:24:34 SD -LINE E4 Q100 --LAT Ell ICON SD JN 126-2023 wli Ell.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X-Fa11I ZR -I IType Ch I I I I i 1002.830 I I 1642.870 .250 I I 1643.120 I 2.10 9.29 I 1.34 1 1644.46 .00 .50 -I- 1.32 -i- i 2.000 -I- .000 .00 0 .0 -I- 5.721 -I- .0783 -I- -i- -I- -I- -I- .0783 -I- .45 -I- .25 3.96 .25 .013 -I- .00 .00 I- PIPE 1008.551 I I 1643.318 .250 I I 1643.568 I 2.10 9.29 I 1.34 I 1644.91 .00 I I .50 1.32 I 2.000 I I .000 .00 I 0 .0 -I- 21.897 -I- .0783 -I- -I- -I- -I- -I- .0778 -I- 1.70 -I- .25 -I- 3.96 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1030.448 I I 1645.033 .250 I I 1645.283 I 2.10 9.25 I 1.33 I 1646.61 .00 I I .50 1.32 I 2.000 I I .000 .00 I 0 .0 -I- 18.830 -I- .0783 -I- -I- -I- -I- -I- .0723 -I- 1.36 -I- .25 -I- 3.93 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1049.278 I I 1646.507 .258 I I 1646.765 I 2.10 8.82 I 1.21 I 1647.97 .00 I I .50 1.34 I 2.000 I I .000 .00 I 0 .0 -I- 6.638 -I- .0783 -I- -I- -I- -I- -I- .0631 -I- .42 -I- .26 -I- 3.69 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1055.916 I I 1647.027 .267 I I 1647.294 I 2.10 8.41 I 1.10 I 1648.39 .00 I .50 I 1.36 I 2.000 I I .000 .00 i 0 .0 -I- 3.919 -I- .0783 -I- -I- -I- -I- -I- .0551 -I- .22 -t- .27 -I- 3.46 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1059.836 I I 1647.334 .276 I i 1647.610 I 2.10 8.02 I 1.00 I 1648.61 .00 I .50 I 1.38 I 2.000 I I .000 -I- .00 i 0 .0 -I- 2.708 -I- .0783 -I- -I- -I- -I- -I- .0481 -I- .13 -t- .28 -I- 3.24 -I- .25 -I- .013 .00 .00 1- PIPE 1062.544 I I 1647.546 .285 I i 1647.831 I 2.10 7.64 I .91 I 1648.74 .00 I .50 I 1.40 I 2.000 I I .000 .00 I 0 .0 -I- 2.023 -I- .0783 -I- -I- -I- -I- -I- .0420 -I- .08 -I- .29 -I- 3.04 -I- .25 -I- .013 -I- .00 .00 I- PIPE 1064.566 I I 1647.705 .294 I I 1647.999 I 2.10 7.29 I .82 I 1648.82 .00 I .50 I 1.42 I 2.000 I I .000 .00 I 0 .0 -I- 1.559 -I- .0783 -I- -I- -I- -I- -I- .0366 -I- .06 -I- .29 -I- 2.85 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1066.126 I I 1647.827 .304 I I 1648.131 I 2.10 6.95 I .75 I 1648.88 .00 I .50 I 1.44 I 2.000 -I- I I .000 -i- .00 I 0 .0 -I- 1.256 -I- .0783 -I- -I- -I- -I- -I- .0320 -I- .04 -I- .30 -I- 2.67 -I- .25 .013 .00 .00 1- PIPE [ l [ 1 [ 1 [ I E i t l l t [ l 1 1 FILE: P:\126-2023\Drainage\Ell.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:24:34 SD -LINE E4 Q100 --LAT Ell ICON SD JN 126-2023 wli Ell.wsw I Invert i Depth I Water ) Q I Vel Vel I Energy I Super ICriticalfFlow ToplHeight/IBase Wtt INo Wth Station -I- I Elev -I- I (FT) I -I- Elev I -I- (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor -I- I.D,1 -I- ZL IPrs/Pip -I L/Elem ICh Slope I I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp I "N" I X-Fa111 ZR (Type Ch 1067.381 I 1647.925 I I .314 I 1648.239 I 2.10 6.63 I .68 I 1648.92 I .00 .50 I 1.46 I I 2.000 I .000 .00 I 0 .0 -I- 1.012 -I- .0783 -I- -I- -I- -I- -I- .0279 -I- .03 -I- .31 -I- 2.50 -I- .25 -I- .013 -I- .00 .00 I- PIPE 1068.393 I 1648.004 I I .325 I 1648.329 I 2.10 6.32 I .62 I 1648.95 I .00 .50 i 1.48 i I 2.000 I .000 .00 i 0 .0 -t- .841 -I- .0783 -I- -I- -I- -I- -I- .0244 -I- .02 -I- .33 -I- 2.35 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1069.234 I 1648.070 I I .336 I 1648.406 1 2.10 6.02 I .56 I 1648.97 I .00 .50 I 1.50 I I 2.000 I .000 .00 I 0 .0 -I- .706 -I- .0783 -I- -t- -I- -I- -I- .0213 -I- .02 -I- .34 -I- 2.20 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1069.940 I 1648.125 I I .347 I 1648.473 I 2.10 5.74 I .51 I 1648.98 I .00 .50 I 1.51 I I 2.000 I .000 .00 I 0 .0 -I- .579 -I- .0783 -I- -I- -I- -I- -I- .0186 -I- .01 -I- .35 -I- 2.06 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1070.519 I 1648.171 I I .359 I 1648.530 I 2.10 5.48 I .47 I 1649.00 I .00 .50 I 1.54 I I 2.000 I .000 .00 I 0 .0 -I- .489 -I- .0763 -I- -I- -I- -I- -I- .0163 -I- .01 -I- .36 -I- 1.93 -I- .25 -I- .013 -i- .00 .00 1- PIPE 1071.008 I 1648.209 I I .371 I 1648.580 I 2.10 5.22 I .42 I 1649.00 i .00 .50 I 1.55 I I 2.000 I .000 .00 I 0 .0 -I- .413 -I- .0783 -I- -I- -I- -I- -I- .0142 -I- .01 -I- .37 -I- 1,81 -I- .25 -t- .013 -I- .00 .00 1- PIPE 1071.421 I 1646.241 I I .383 I 1648.625 I 2.10 4.98 I .38 I 1649.01 I .00 .50 I 1.57 I I 2.000 I .000 .00 I 0 .0 .333 .0783 .0124 .00 .38 1.69 .25 .013 .00 .00 PIPE 1071.754 I 1648.268 I I .396 I 1648.664 I 2.10 4.75 I .35 I 1649.01 I .00 .50 i 1.59 I I 2.000 I .000 .00 I 0 .0 -I- .264 -I- .0783 -I- -I- -I- -I- -I- .0108 -I- .00 -i- .40 -I- 1.59 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1072.018 I 1646.286 I I .410 I 1648.698 I 2.10 4.53 I .32 I 1649.02 I .00 .50 I 1.61 I I 2.000 I .000 .00 I 0 .0 -I- .217 -I- .0783 -I- -I- -I- -i- -I- .0095 -I- .00 -i- .41 -I- 1.49 -f- .25 -I- .013 -I- .00 .00 1- PIPE I C 1 FILE: P:\126-2023\Drainage\Ell.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:24:34 SD -LINE E4 Q100 --LAT Ell ICON SD JN 126-2023 wli Ell.wsw 1 Invert I Depth I Water 1 Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wt1 INo Wth Station I Elev i (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -f- I -i- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -i- I "N" -i- i X -Fall) ZR -I (Type Ch ***�*****I**��****+I*�*�*�**I*s*�**+*�I��****I*•�***+I***�***I��**�.***1s+****�I+**sa��*I�*�**+*rl�:*+�++I**+�**•I**��. I i I+**�*�* 1072.234 I 1648.305 I .424 1648.729 I 2.10 4.31 I .29 I 1649.02 .00 I .50 I 1.64 I 2.000 I I .000 .00 I 0 .0 -I- .175 -I- .0783 -I- -I- -I- -I- -I- .0083 -I- .00 -I- .42 -I- 1.39 -I- .25 -I- .013 -I- .00 .00 I- PIPE 1072.410 I I 1648.319 I I .438 1648.757 I 2.10 4.11 I .26 I 1649.02 .00 I .50 I 1.65 I 2.000 I I .000 .00 I 0 .0 -I- .125 -I- .0783 -I- -I- -I- -I- -I- .0072 -I- .00 -I- .44 -I- 1.31 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1072.535 I I 1648.329 I I .453 1648.782 I 2.10 3.92 ► .24 I 1649.02 .00 I .50 I 1.67 I 2.000 I I .000 .00 I 0 .0 -I- .079 -I- .0783 -I- -I- -I- -I- -I- .0063 -I- .00 -I- .45 -I- 1.22 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1072.615 I I 1648.335 I I .469 1648.804 I 2.10 3.74 I .22 I 1649.02 .00 I .50 I 1.69 I 2.000 I I .000 .00 I 0 .0 -I- .051 -I- .0783 -I- -I- -I- -I- -I- .0055 -I- .00 -I- .47 -I- 1.15 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1072.666 I I 1648.339 I I .485 1648.824 I 2.10 3.57 I .20 I 1649.02 .00 I .50 I 1.71 I 2.000 I I .000 .00 I 0 .0 -I- .014 -I- .0783 -I- -I- -I- -I- -I- .0048 -I- .00 -I- .49 -I- 1.07 -I- .25 -I- .013 -I- .00 .00 1- PIPE 1072.680 I I 1648.340 f I .503 1648.843 I 2.10 3.39 I .18 I 1649.02 .00 I .50 -I- I 1.74 -I- I 2.000 -I- I i .000 .00 I 0 .0 -i- WALL ENTRANCE -I- -I- -I- -I- -I- -I- -i- -I- -I- i - 1072.680 -I- I I 1648.340 -I- I I .761 1649.101 -I- -I- I 2.10 -I- .20 -I- I .00 -I- I 1649.10 -I- .00 -I- I .09 -I- I 14.00 -I- I 5.500 -I- I I 14.000 -I- .00 I 0 .0 I - FILE: P:\126-2023\Drainage\Ell.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 3-14-2005 Time: 7:24:30 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.500 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE E4 HEADING LINE NO 2 IS - Q100 --LAT Ell ICON SD HEADING LINE NO 3 IS - JN 126-2023 wli Ell.wsw W S P G W 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 1002.830 1642.870 6 1643.100 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1072.680 1648.340 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1072.680 1648.340 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1072.680 1648.340 9 1653.840 1 1 11 A a d It: l E 1 t 1 f) 1 l f) I t) 1 I l E 1 9 1 1 1 T1 SD -LINE E4 T2 Q100 --LAT Ell ICON SD T3 JN 126-2023 wli SO 1002.8301642.870 6 R 1072.6801648.340 6 WE 1072.6801648.340 9 SH 1072.6801648.340 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.500 Q 2.100 .0 Ell.wsw 1643.10 .013 .000 .000 0 .500 1653.840 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 I a i a I a I a I a I [ i t I I 1 t i t t t j I i[ i i i f 1 FILE: P:\126-2023\Drainage\rl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 6:51:53 SD -LINE R Q100 --Ly R1 PARKSIDE JN 126-2023 wli Rl.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/ISase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -1- L/Elem -I- ICh Slope I -I- -I- I I -I- I -i- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- -I- NINorm Dp -I- I "N" I -I- X -Fall) -I ZR (Type Ch I I I 1004.280 I i 1607.570 4.030 I I 1611.600 I 1.60 .91 I .01 I 1611.61 .00 I .48 I .00 I 1.500 .000 .00 0 .0 -I- 10.193 -I- .2485 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 4.03 -I- .00 .18 -I- -I- .013 -I- .00 .00 1- PIPE 1014.473 I I 1610.102 1.500 I I 1611.602 I 1.60 .91 I .01 I 1611.61 .00 I .48 I .00 I I 1.500 I .000 .00 I 0 .0 -f- .554 -I- .2485 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 1.50 -I- .00 .18 -I- -I- .013 -I- .00 .00 1- PIPE 1015.027 I I 1610.240 1.360 I I 1611.600 I 1.60 .95 I .01 I 1611.61 .00 I I .48 .87 I I 1.500 i .000 .00 I 0 .0 -I- .317 -I- .2485 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 1.36 -I- .12 .18 -I- -I- .013 -I- .00 .00 1- PIPE 1015.344 I I 1610.319 1.280 I I 1611.599 i 1.60 1.00 I .02 I 1611.61 .00 I .48 I 1.06 I 1.500 I I .000 .00 I 0 .0 .264 .2485 .0002 .00 1.28 .14 .18 .013 .00 .00 PIPE 1015.607 I I 1610.384 1.213 I I 1611.597 I 1.60 1.04 I .02 I 1611.61 .00 I .48 I 1.18 I 1.500 I I .000 .00 I 0 .0 -i- .227 -I- .2485 -I- -I- -I- -I- -I- .0003 -I- .00 -I- 1.21 -I- .16 .18 -I- -I- .013 -I- .00 .00 1- PIPE 1015.834 I i 1610.441 1.155 I I 1611.596 I 1.60 1.10 I .02 I 1611.61 .00 I .48 I 1.26 I 1.500 I I .000 .00 I 0 .0 -I- .206 -I- .2485 -I- -I- -I- -I- -I- .0003 -I- .00 -I- 1.16 -I- .18 .18 -I- -I- .013 -I- .00 .00 1- PIPE 1016.040 I I 1610.492 1.102 I I 1611.594 I 1.60 1.15 I .02 I 1611.61 .00 I .48 I 1.32 I 1.500 t I .000 .00 I 0 .0 -I- .185 -I- .2485 -I- -I- -I- -I- -I- .0003 -I- .00 -I- 1.10 -I- .20 .18 -i- -I- .013 -I- .00 .00 I- PIPE 1016.225 I I 1610.538 1.054 I I 1611.592 I 1.60 1.21 I .02 I 1611.61 .00 I .48 I 1.37 I 1.500 I I .000 .00 I 0 .0 -I- .126 -I- .2485 -i- -I- -I- -I- -I- .0003 -I- .00 -i- 1.05 -I- .22 .18 -I- -I- .013 -I- .00 .00 1- PIPE 1016.351 I I 1610.569 1.010 I I 1611.579 I 1.60 1.26 I .02 I 1611.60 .00 I .48 I 1.41 I 1.500 I 1 .000 .00 I 0 .0 HYDRAULIC JUMP [ i E 1 [ 1 1 1 3 [ 3 e fr +E I E ;f i i s" iIt a FILE: P:\126-2023\Drainage\rl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 6:51:53 SD -LINE R Q100 --LAT R1 PARRSIDE JN 126-2023 wli Rl.wsw I Invert I Depth I Water I Q ( Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTior I.D.1 -I- -I- ZL IPrs/Pip -I -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- -I- NINorm Dp I "N" I X-Fa111 ZR (Type Ch I 1016.351 I I 1610.569 .182 I i 1610.751 I 1.60 13.10 I 2.66 I 1613.41 .00 I .48 I .98 I 1.500 I I .000 .00 0 .0 -I- 2.499 -I- .2485 -I- -I- -I- -I- -I- .2193 -I- .55 -I- .18 -I- 6.54 -I- .18 -I- .013 -I- .00 .00 I- PIPE 1018.850 I I 1611.190 .189 I I 1611.379 I 1.60 12.40 I 2.39 i 1613.77 .21 I .48 I 1.00 I 1.500 I I .000 .00 I 0 .0 -I- 3.614 -I- .2139 -I- -I- -I- -I- -I- .1990 -I- .72 -I- .40 -I- 6.07 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1022.464 I I 1611.963 .190 I I 1612.153 I 1.60 12.26 I 2.34 I 1614.49 .21 I .48 I 1.00 I 1.500 I I .000 .00 I 0 .0 -I- 6.690 -I- .2139 -i- -I- -i- -I- -i- .1831 -i- 1.22 -I- .40 -I- 5.98 -I- .19 -i- .013 -I- .00 .00 1- PIPE 1029.153 I I 1613.394 .196 I I 1613.590 1 1.60 11.69 I 2.12 i 1615.71 .19 I .48 I 1.01 I 1.500 I I .000 .00 I 0 .0 -1- 3.439 -I- .2139 -I- -I- -I- -I- -I- .1598 -I- .55 -I- .39 -I- 5.60 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1032.592 I 1614.130 I .203 I I 1614.333 I 1.60 11.15 I 1.93 I 1616.26 .18 I .48 I 1.03 I 1.500 I i .000 .00 I 0 .0 -I- 2.269 -I- .2139 -I- -1- -I- -I- -I- .1397 -I- .32 -I- .38 -I- 5.25 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1034.861 I 1614.615 I .210 I I 1614.825 I 1.60 10.63 I 1.75 I 1616.58 .16 I .48 I 1.04 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- 1.659 -I- .2139 -I- -I- -I- -I- -I- .1220 -I- .20 -I- .37 -i- 4.93 -I- .19 .013 .00 .00 1- PIPE 1036.520 I 1614.970 I .217 i I 1615.187 I 1.60 10.14 I 1.60 i 1616.78 .00 I .48 i 1.06 I 1.500 i I .000 -I- .00 I 0 .0 -I- .404 -I- .2139 -I- -I- -I- -I- -I- .1114 -I- .05 -I- .22 -I- 4.62 -I- .19 -i- .013 .00 .00 I- PIPE 1036.924 i 1615.057 I .219 I I 1615.276 I 1.60 9.99 I 1.55 I 1616.83 .00 I .48 I 1.06 I 1.500 I I .000 .00 I 0 .0 -I- 1.199 -I- .2139 -I- -I- -I- -I- -I- .1022 -f- .12 -I- .22 -I- 4.53 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1038.123 I 1615.313 I .226 I I 1615.539 I 1.60 9.53 i 1.41 1 1616.95 .00 I .48 1 1.07 1 1.500 1 1 .000 -I- .00 1 0 .0 -I- .963 -I- .2139 -I- -I- -I- -I- -I- .0892 -I- .09 -I- .23 -I- 4.24 -I- .19 -I- .013 .00 .00 1- PIPE i A a I a i a 1 t! t f [ I t t t t I I 1 t I 1 t I 1 t 1 i [ i FILE: P:\126-2023\Drainage\rl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 6:51:53 SD -LINE R Q100 --LAT Rl PARKSIDE JN 126-2023 wli Rl.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaliFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev i Depth I Width IDia.-FTIor I.D.1 -I- ZL IPrs/Pip -I -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -i- -I- SF Avel -I- HF ISE -I- DpthlFroude -i- NINorm -I- Dp -I- I "N" I X -Fall) ZR (Type Ch I 1039.086 I 1615.519 I I i .234 1615.753 I 1.60 9.08 I 1.28 I 1617.03 .00 I .48 I 1.09 I 1.500 I .000 .00 I 0 .0 -I- .798 -I- .2139 -I- -I- -I- -I- -I- .0780 -I- .06 -I- .23 -I- 3.98 .19 -1- -I- .013 -i- .00 .00 1- PIPE 1039.884 I 1615.690 I I I .242 1615.932 I 1.60 8.66 I 1.16 i 1617.10 .00 I .48 I 1.10 I 1.500 I I .000 .00 I 0 .0 -I- .671 -I- .2139 -I- -I- -I- -I- -I- .0681 -I- .05 -I- .24 -I- 3.73 .19 -I- -I- .013 -I- .00 .00 1- PIPE 1040.556 I 1615.833 I I I .250 1616.083 I 1.60 8.26 I 1.06 I 1617.14 .00 I .48 I 1.12 I 1.500 I I .000 .00 I 0 .0 -I- .571 -I- .2139 -I- -I- -I- -I- -I- .0594 -I- .03 -I- .25 -I- 3.50 .19 -I- -I- .013 -I- .00 .00 1- PIPE 1041.127 I 1615.956 I I I .258 1616.214 I 1.60 7.87 I .96 I 1617.18 .00 I .48 I 1.13 I 1.500 I I .000 .00 I 0 .0 -I- .485 -I- .2139 -I- -I- -I- -I- -i- .0519 -I- .03 -I- .26 -I- 3.28 .19 -I- -I- .013 -I- .00 .00 1- PIPE 1041.612 I 1616.059 I I I .267 1616.326 I 1.60 7.51 I ,88 I 1617.20 .00 I .48 I 1.15 I 1.500 I I .000 .00 I 0 .0 -I- .419 -I- .2139 -I- -I- -I- -I- -I- .0454 -I- .02 -I- .27 -i- 3.07 .19 -I- -t- .013 -I- .00 .00 1- PIPE 1042.030 i 1616.149 1 I I .276 1616.425 I 1.60 7.16 I .80 I 1617.22 .00 I .48 I 1.16 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .363 -I- .2139 -I- -I- -I- -I- -I- .0396 -I- .01 -I- .28 -I- 2.88 .19 -I- .013 .00 .00 1- PIPE 1042.393 I 1616.227 I I I .285 1616.512 I 1.60 6.82 I .72 I 1617.23 .00 I .48 i 1.18 i 1.500 I I .000 .00 I 0 .0 .311 .2139 .0346 .01 .29 2.70 .19 .013 .00 .00 PIPE 1042.704 I 1616.293 i I I .295 1616.588 I 1.60 6.51 I .66 I 1617.25 .00 I .48 I 1.19 I 1.500 I I .000 -I- .00 I 0 .0 -I- .271 -I- .2139 -I- -i- -I- -I- -I- .0302 -I- .01 -I- .30 -I- 2.53 .19 -I- -I- .013 .00 .00 1- PIPE 1042.975 I 1616.351 I I i .305 1616.656 I 1.60 6.20 I .60 I 1617.25 .00 I .48 I 1.21 I 1.500 -I- -I- I I .000 -I- .00 I 0 .0 -I- .236 -I- .2139 -I- -I- -I- -I- -I- .0264 -I- .01 -I- .31 -I- 2.37 .19 .013 .00 .00 1- PIPE ! t 1 a 1 9 A a 1 t 1 f 1 t 1 r 1 E 1 t i t 1 t 1 [ 1 [ 1 [ 1 t 1 FILE: P:\126-2023\Drainage\rl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 6:51:53 SD -LINE R Q100 --LAT R1 PARKSIDE JN 126-2023 wli Rl.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTior I.D.( ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -1- X-Fa11i ZR -1 (Type Ch *�***r***1**++•*+**1**+****�1+***��+*I*++�++***I**�**�+I***+��*1*�+******I++**�r�1+*��+***I��*�**:*I+**��+*I*+�+**�I�+**+ 1•��+**+ 1043.212 i I 1616.402 I .315 i 1616.717 I 1.60 5.92 I .54 I 1617.26 I .00 .48 I 1.22 I i 1.500 I .000 .00 I 0 .0 -I- .201 -I- .2139 -I- -I- -I- -I- -I- .0231 -I- .00 -I- .32 -I- 2.22 -I- .19 -I- .013 -I- .00 .00 I- PIPE 1043.413 I I 1616.445 I .326 I 1616.771 1 1.60 5.64 I .49 I 1617.26 I .00 .48 I 1.24 I 1.500 I I .000 .00 I 0 .0 -I- .175 -I- .2139 -I- -I- -I- -I- -I- .0202 -I- .00 -I- .33 -I- 2.08 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1043.588 I I 1616.482 I .337 I 1616.819 I 1.60 5.38 I .45 I 1617.27 I .00 .48 I 1.25 I 1.500 I I .000 .00 I 0 .0 -I- .152 -I- .2139 -I- -I- -I- -I- -I- .0176 -I- .00 -I- .34 -I- 1.94 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1043.740 I 1 1616.515 I .348 I 1616.863 I 1.60 -I- 5.13 I .41 I 1617.27 I .00 -I- .48 -I- I 1.27 -I- I 1.500 -I- I I .000 -I- .00 i 0 .0 -I- .126 -I- .2139 -I- -I- -I- -I- .0154 -I- .00 .35 1.82 .19 .013 .00 .00 1- PIPE 1043.866 I I 1616.542 I .360 I 1616.902 I 1.60 4.89 I .37 I 1617.27 I .00 .48 I 1.28 I 1.500 I I .000 .00 I 0 .0 -I- .104 -I- .2139 -i- -i- -I- -I- -I- .0135 -I- .00 -I- .36 -I- 1.70 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1043.970 I I 1616.564 I .373 I 1616.937 I 1.60 4.66 I .34 I 1617.27 I .00 .48 I 1.30 I 1.500 I I .000 .00 I 0 .0 -I- .087 -I- .2139 -I- -I- -I- -I- -I- .0118 -I- .00 -I- .37 -I- 1.60 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1044.057 I I 1616.583 I .386 I 1616.969 I 1.60 4.44 I .31 I 1617.28 I .00 .48 I 1.31 I 1.500 I I .000 .00 I 0 .0 -I- .073 -I- .2139 -I- -I- -I- -I- -I- .0103 -I- .00 -I- .39 -I- 1.50 -I- .19 -I- .013 -I- .00 .00 I- PIPE 1044.130 I I 1616.598 I .399 I 1616.997 I 1.60 4.24 I .28 I 1617.28 I .00 .48 I 1.33 I 1.500 I i .000 .00 I 0 .0 -I- .055 -I- .2139 -1- -I- -I- -I- -I- .0090 -I- .00 -I- .40 -I- 1.40 -I- .19 -I- .013 -I- .00 .00 1- PIPE 1044.186 I I 1616.610 I .413 I 1617.023 I 1.60 4.04 I .25 I 1617.28 i .00 .48 I 1.34 I 1.500 I 1 .000 .00 1 0 .0 -i- .044 -I- .2139 -I- -I- -I- -I- -I- .0079 -I- .00 -I- .41 -I- 1.31 -I- .19 -I- .013 -I- .00 .00 1- PIPE t f a I W I W I a I U I t I t l t I [ I t 1 [ l t I f l t 1 t I [ I FILE: P:\126-2023\Drainage\rl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 6:51:53 SD -LINE R Q100 --LAT R1 PARKSIDE JN 126-2023 wli Rl.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/)Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthiFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I I I I I I I i I I I 1044.230 1616.619 .427 1617.047 1.60 3.85 .23 1617.28 .00 .48 1.35 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- .029 .2139 .0069 .00 .43 1.23 .19 .013 .00 .00 PIPE I i I I I I I I I I I I I 1044.259 1616.625 .442 1617.068 1.60 3.67 .21 1617.28 .00 .48 1.37 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- 1- .019 .2139 .0060 .00 .44 1.15 .19 .013 .00 .00 PIPE I I I I I i I I I I I I I 1044.278 1616.630 .457 1617.087 1.60 3.50 .19 1617.28 .00 .48 1.38 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .002 .2139 .0053 .00 .46 1.07 .19 .013 .00 .00 PIPE i I I I I I I I I I I I I 1044.280 1616.630 .475 1617.105 1.60 3.33 .17 1617.28 .00 .48 1.40 1.500 .000 .00 0 .0 WALL ENTRANCE I I I I I I I I I I I I I 1044.280 1616.630 .725 1617.355 1.60 .16 .00 1617.36 .00 .07 14.00 5.000 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- FILE: P:\126-2023\Drainage\rl.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 6:51:49 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE R HEADING LINE NO 2 IS - Q100 --LAT R1 PARKSIDE HEADING LINE NO 3 IS - JN 126-2023 wli Rl.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1004.280 1607.570 7 1611.600 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1018.850 1611.190 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S-DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1036.520 1614.970 7 .013 22.500 44.996 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1044.280 1616.630 7 .013 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1044.280 1616.630 9 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1044.280 1616.630 9 1621.630 a A t o a i t I a I 1 l t l l l[ 1 1 1 1 1 f I l t l t l I l I i a i Tl SD -LINE R T2 Q100 --LAT R1 PARKSIDE T3 JN 126-2023 wli SO 1004.2801607.570 7 R 1018.8501611.190 7 R 1036.5201614.970 7 R 1044.2801616.630 7 WE 1044.2801616.630 9 SH 1044.2801616.630 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 1.600 .0 Rl.wsw 1611.600 .013 .000 .000 0 .013 44.996 .000 0 .013 .000 .000 0 .500 1621.630 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 t i a a a I a I a I t I I I t I t I! I I I t I[ I t i It I FILE: P:\126-2023\Drainage\R2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:22:53 SD -LINE R Q100 --LAT R2 PARKSIDE JN 3 wli R2.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev ( (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch *****�*�*I�*+***f**I*+�**r*+I***,r***+*1,t***+****I***�*+�I**+**+*I**�****++I**�+***I+******+I++***+**l,t��**+,+1*******I***** I�+,t+*+• I I I I I I I I I I I I I 1003.970 1609.790 1.910 1611.700 2.10 1.19 .02 1611.72 .00 .55 .00 1.500 .000 .00 0 .0 -I- -I- -I- -i- -I- -I- -I- -I- -i- -I- -I- -I- -I- 1- .702 .5845 .0004 .00 1.91 .00 .17 .013 .00 .00 PIPE I I I I I I I I I I I I I 1004.672 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++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++ I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -i- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch i I I I 1010.831 I 1613.800 I .212 1 1614.012 2.10 13.72 I 2.92 I 1616.94 .00 I .55 I 1.05 I 1.500 I .000 .00 0 .0 -I- .673 -I- .5845 -I- -I- -I- -I- -I- .2002 -I- .13 -I- .21 -I- 6.32 -I- .17 -I- .013 -I- .00 .00 1- PIPE I 1011.504 I 1614.194 I .219 I 1614.413 I 2.10 13.08 I 2.66 I 1617.07 .00 I .55 I 1.06 I 1.500 I I .000 .00 I 0 .0 -I- .573 -I- .5845 -I- -I- -I- -I- -I- .1747 -I- .10 -I- .22 -I- 5.92 -I- .17 -I- .013 -I- .00 .00 1- PIPE I 1012.077 ( 1614.529 I .226 I 1614.755 I 2.10 12.48 I 2.42 I 1617.17 .00 I .55 I 1.07 I 1.500 I I .000 .00 I 0 .0 -I- .490 -i- .5845 -I- -I- -I- -I- -I- .1525 -I- .07 -i- .23 -I- 5.55 -I- .17 -I- .013 -I- .00 .00 1- PIPE I 1012.567 I 1614.815 I .234 I 1615.049 I 2.10 11.90 I 2.20 I 1617.25 .00 I .55 I 1.09 I 1.500 I I .000 .00 I 0 .0 -i- .425 -I- .5845 -I- -I- -I- -I- -I- .1333 -I- .06 -i- .23 -I- 5.21 -I- .17 -i- .013 -I- .00 .00 1- PIPE i 1012.992 I 1615.064 I .242 I 1615.306 I 2.10 11.34 I 2.00 I 1617.30 .00 I .55 I 1.10 I 1.500 I I .000 .00 I 0 .0 -i- .371 -I- .5845 -I- -I- -I- -I- -I- .1164 -I- .04 -I- .24 -I- 4.88 -I- .17 -I- .013 -i- .00 .00 1- PIPE I 1013.363 I 1615.280 I .250 i 1615.531 i 2.10 10.81 I 1.82 I 1617.35 .00 I .55 I 1.12 I 1.500 I I .000 .00 I 0 .0 -I- .325 -I- .5845 -I- -I- -I- -I- -I- .1016 -I- .03 -I- .25 -I- 4.57 -I- .17 -I- .013 -I- .00 .00 1- PIPE I 1013.688 1615.470 I .258 I I 1615.729 I 2.10 10.31 I 1.65 I 1617.38 .00 I .55 I 1.13 I 1.500 I I .000 .00 I 0 .0 -I- .284 -I- .5845 -I- -I- -I- -I- -I- .0887 -I- .03 -I- .26 -I- 4.28 -I- .17 -I- .013 -I- .00 .00 I- PIPE I 1013.972 1615.637 I .267 I I 1615.904 I 2.10 9.83 I 1.50 I 1617.40 .00 i .55 I 1.15 I 1.500 I I .000 .00 I 0 .0 -I- .251 -I- .5845 -I- -I- -I- -I- -I- .0775 -I- .02 -I- .27 -I- 4.02 -I- .17 -I- .013 -I- .00 .00 1- PIPE I 1014.224 1615.784 I .276 I I 1616.060 I 2.10 9.37 I 1.36 I 1617.42 .00 I .55 I 1.16 I 1.500 I I .000 .00 I 0 .0 -I- .221 -I- .5845 -I- -I- -I- -I- -I- .0678 -I- .01 -I- .28 -I- 3.76 -i- .17 -I- .013 -i- .00 .00 1- PIPE I f I f 1 f I [ I f I f I f I f I C I f 1 FILE: P:\126-2023\Drainage\R2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE i 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:22:53 SD -LINE R Q100 --LAT R2 PARKSIDE JN 126-2023 wli R2.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CES) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.I -I- -I- ZL -I IPrs/Pip -I- L/Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -1- NINorm -I- Dp I "N" I X -Fall) ZR IType Ch I I I 1014.444 I 1615.913 I .286 I 1616.199 I 2.10 8.94 I 1.24 I 1617.44 .00 I .55 I 1.18 I 1.500 I .000 .00 0 .0 -I- .198 -I- .5845 -I- -I- -I- -I- -I- .0592 -I- .01 -I- .29 -I- 3.53 -I- .17 -I- .013 -I- .00 .00 1- PIPE i 1014.642 I 1616.028 I .295 I 1616.323 I 2.10 8.52 I 1.13 I 1617.45 .00 I .55 I 1.19 I 1.500 I I .000 .00 I 0 .0 .174 .5845 .0517 .01 .30 3.30 .17 .013 .00 I .00 PIPE I 1014.815 1616.130 I I .305 I 1616.435 I 2.10 8.12 I 1.02 I 1617.46 .00 I .55 I 1.21 I 1.500 -I- I .000 -I- .00 I 0 .0 -I- .152 -I- .5845 -I- -I- -I- -I- -I- .0452 -I- .01 -I- .31 -I- 3.09 -I- .17 .013 .00 .00 1- PIPE I 1014.968 1616.219 i 1 .316 I 1616.535 I 2.10 7.75 I .93 I 1617.47 .00 I .55 I 1.22 I 1.500 I I .000 .00 I 0 .0 -I- .137 -I- .5845 -I- -i- -I- -I- -I- .0395 -I- .01 -I- .32 -I- 2.90 -I- .17 -I- .013 -I- .00 .00 1- PIPE I 1015.105 1616.299 i I .326 I 1616.625 I 2.10 7.39 I .85 I 1617.47 .00 I .55 I 1.24 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .120 -i- .5845 -I- -I- -I- -I- -I- .0345 -I- .00 -I- .33 -I- 2.72 -I- .17 .013 .00 .00 1- PIPE I 1015.225 1616.369 i I .337 I 1616.706 I 2.10 7.04 I .77 I 1617.48 .00 I .55 I 1.25 I 1.500 I I .000 .00 I 0 .0 ) .105 .5845 .0302 .00 .34 2.54 .17 .013 .00 .00 PIPE I 1015.330 1616.430 I I .349 I 1616.779 i 2.10 6.71 I .70 I 1617.48 .00 I .55 I 1.27 I 1.500 -I- I I .000 -I- .00 I 0 .0 -i- .093 -I- .5845 -I- -I- -I- -I- -I- .0264 -I- .00 -I- .35 -t- 2.38 -I- .17 .013 .00 i .00 I- PIPE I 1015.422 1616.484 I I .361 I 1616.845 I 2.10 6.40 I .64 I 1617.48 .00 I .55 I 1.28 I 1.500 -I- I .000 -I- .00 I 0 .0 -I- .082 -I- .5845 -I- -I- -1- -I- -I- .0231 -I- .00 -I- .36 -I- 2.23 -I- .17 .013 .00 .00 1- PIPE 1 1015.504 1616.532 I I .373 I 1616.905 I 2.10 6.10 I .58 I 1617.48 .00 I .55 I 1.30 I 1.500 I I .000 .00 I 0 .0 .070 .5845 .0202 .00 .37 2.09 .17 .013 .00 .00 PIPE I [ l t 1 t 1 t l t 1 [ 1 [ i t i �` 1 FILE: P:\126-2023\Drainage\R2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:22:53 SD -LINE R Q100 --LAT R2 PARKSIDE JN 126-2023 wli R2.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/)Base Wtl INo Wth Station I Elev I (FT) ( Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch *******�*I*+,r***�**I**++*+**I,r+*+**�++I►*+**.**+I�+***�*I*r**�**I*��**+***I****�**1�*�**+:�I*+,r**�+*I****�**I**r*�**I*�*** I*�***+* I 1015.574 I 1616.573 I I .386 1616.959 I 2.10 5.82 I .53 I 1617.48 .00 I .55 I 1.31 i 1.500 I I .000 .00 I 0 .0 -I- .060 -I- .5845 -I- -I- -I- -I- -I- .0177 -I- .00 -I- .39 -I- 1.96 -I- .17 -I- .013 -I- .00 .00 1- PIPE I 1015.634 i 1616.608 I I .400 1617.008 I 2.10 5.55 I .48 I 1617.49 .00 I .55 I 1.33 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .054 -i- .5845 -I- -I- -I- -I- -i- .0154 -I- .00 -t- .40 -I- 1.83 -I- .17 .013 .00 .00 1- PIPE I 1015.687 1616.639 i I I .413 1617.052 I 2.10 5.29 I .43 I 1617.49 .00 I .55 I 1.34 i 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .043 -I- .5845 -I- -1- -I- -I- -t- .0135 -I- .00 -I- .41 -I- 1.71 -I- .17 .013 .00 .00 1- PIPE I 1015.730 1616.6_.64 I I i .428 1617.092 i 2.10 5.04 I .40 I 1617.49 .00 I .55 I 1.35 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .037 -I- .5845 -I- -I- -i- -I- -I- .0118 -I- .00 -I- .43 -I- 1.60 -I- .17 .013 .00 .00 1- PIPE i 1015.767 1616.686 I I I .443 1617.129 ► 2.10 4.81 I .36 I 1617.49 .00 I .55 I 1.37 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .031 -I- .5845 -I- -i- -I- -I- -I- .0104 -I- .00 -I- .44 -I- 1.50 -I- .17 .013 .00 .00 1- PIPE I 1015.797 1616.703 I I I .458 1617.162 I 2.10 4.59 I .33 I 1617.49 .00 I .55 I 1.38 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .024 -i- .5845 -I- -I- -I- -I- -I- .0091 -I- .00 -I- .46 -I- 1.40 -I- .17 .013 .00 .00 1- PIPE I 1015.821 1616.717 i i I .474 1617.192 I 2.10 4.37 I .30 I 1617.49 .00 I .55 I 1.39 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .017 -I- .5845 -I- -I- -I- -I- -i- .0079 -I- .00 -I- .47 -I- 1.31 -I- .17 .013 .00 .00 I- PIPE I 1015.839 1616.728 I I I .491 1617.219 I 2.10 4.17 I .27 I 1617.49 .00 I .55 I 1.41 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .013 -I- .5845 -I- -I- -I- -I- -I- .0070 -I- .00 -I- .49 -I- 1.23 -I- .17 .013 .00 .00 1- PIPE I 1015.852 1616.735 i I I .508 1617.243 I 2.10 3.98 I .25 I 1617.49 .00 I .55 I 1.42 I 1.500 -i- I I .000 -I- .00 I 0 .0 -I- .006 -I- .5845 -I- -I- -I- -I- -I- .0061 -I- .00 -i- .51 -I- 1.15 -I- .17 .013 .00 .00 1- PIPE f l a I W ' 1 a i a I f 1 ( 1 [ 1 f 1 f 1 f 1 f 3 f 1 f 1 f 1 FILE: P:\126-2023\Drainage\R2.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 f WATER SURFACE PROFILE LISTING Date: 4- 9-2005 Time: 7:22:53 SD -LINE R Q100 --LAT R2 PARKSIDE JN 126-2023 wli R2.wsw j I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/►Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR IType Ch *****+***1*�+*****+I*�****�*I+**�*s�+*I>*+****sr1�+**+r*:I***+*�*I****+**:*I+*+��**I**�***+*I�*****•*I***+**�I*******I+**•+ I+�*+*>* I I I I I I I 1 I I I I I 1015.857 1616.738 .527 1617.266 2.10 3.79 .22 1617.49 .00 .55 1.43 1.500 .000 .00 0 .0 -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 003 .5845 .0053 .00 .53 1.07 .17 .013 .00 .00 PIPE I I I I I I I I I I I I I 1015.860 1616.740 .547 1617.287 2.10 3.60 .20 1617.49 .00 .55 1.44 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- (- WALL ENTRANCE I I I I I I I I I I I 1 1 1015.860 1616.740 .840 1617.580 2.10 .18 .00 1617.58 .00 .09 14.00 5.000 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- I- a 11 9 j all ! 1 9 1 [ 1 [ 1 f l E 1 t 1 C 1 [ 1 t l C 1 C 1 t l FILE: P:\126-2023\Drainage\R2.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 9-2005 Time: 7:22:49 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE R HEADING LINE NO 2 IS - Q100 --LAT R2 PARKSIDE HEADING LINE NO 3 IS - JN 126-2023 wli R2.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1003.970 1609.790 7 1611.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1015.860 1616.740 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1015.860 1616.740 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1015.860 1616.740 9 1641.740 t- I It j t I t I f 1 t 1 t, 1 ( 1 t i t 1 [ I [ 1 1 t 1 C 1 i T1 SD -LINE R T2 Q100 --LAT R2 PARKSIDE T3 JN 126-2023 wli R2.wsw SO 1003.9701609.790 7 1611.700 R 1015.8601616.740 7 .013 .000 .000 0 WE 1015.8601616.740 9 .500 SH 1015.8601616.740 9 1641.740 CD 1 4 0 .000 5.500 .000 .000 .000 .00 CD 2 4 0 .000 5.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.000 .000 .000 .000 .00 CD 5 4 0 .000 2.500 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 r CD 7 4 0 .000 1.500 .000 .000 .000 .00 CD 8 2 0 .000 7.470 2.000 .000 .000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 Q 2.100 .0 t 1 a s a I a 1 91 1 1 i 1 1 i I l t 1 E I l t l t 1 t I 1 t 1 �! FILE: P:\126-2023\Drainage\R3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 7:16:35 SD -LINE R Q100 --LAT R3 PARKSIDE JN 126-2023 wli R3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch 1005.560 I I 1622.090 I .268 I 1622.358 I 2.00 9.32 I 1.35 I 1623.71 .00 I .53 I 1.15 I i 1.500 I .000 .00 I 0 .0 12.119 .0755 .0733 .89 .27 3.80 .27 .013 .00 .00 PIPE 1017.679 i I 1623.005 i .270 I 1623.275 I 2.00 9.24 I 1.33 I 1624.60 .00 I .53 I 1.15 I I 1.500 I .000 .00 I 0 .0 -I- 14.413 -I- .0755 -I- -I- -i- -I- -I- .0678 -I- .98 -I- .27 -I- 3.76 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1032.092 I i 1624.093 I .279 I 1624.372 I 2.00 8.81 I 1.20 I 1625.58 .00 I .53 I 1.17 -I- I 1.500 I I .000 .00 I 0 .0 -I- 6.152 -I- .0755 -I- -I- -I- -I- -I- .0592 -I- .36 -I- .28 -I- 3.52 .27 -I- .013 -I- .00 .00 1- PIPE 1038.244 I I 1624.55.8 I .288 I 1624.846 I 2.00 8.40 I 1.10 I 1625.94 .00 I .53 I 1.18 1 1.500 I i .000 .00 I 0 .0 -I- 3.759 -I- .0755 -I- -I- -I- -I- -i- .0517 -I- .19 -I- .29 -I- 3.30 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1042.002 I I 1624.842 I .298 1 1625.140 I 2.00 8.01 I 1.00 I 1626.14 .00 I .53 I 1.20 I 1.500 I I .000 .00 t 0 .0 -I- 2.653 -i- .0755 -I- -I- -I- -I- -I- .0452 -I- .12 -I- .30 -I- 3.09 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1044.656 I i 1625.042 I .308 I 1625.350 I 2.00 7.63 I .91 I 1626.26 .00 I .53 I 1.21 I 1.500 I I .000 .00 I 0 .0 -I- 1.979 -I- .0755 -I- -I- -I- -I- -I- .0395 -I- .08 -I- .31 -I- 2.89 -i- .27 -I- .013 -I- .00 .00 1- PIPE 1046.635 I I 1625.191 I .319 I 1625.510 I 2.00 7.28 I .82 I 1626.33 .00 I .53 I 1.23 1 1.500 I I .000 .00 I 0 .0 -I- 1.580 -I- .0755 -I- -I- -I- -i- -I- .0345 -I- .05 -I- .32 -I- 2.71 -I- .27 -I- .013 -I- .00 .00 I- PIPE 1048.215 I I 1625.311 I .329 I 1625.640 I 2.00 6.94 I .75 I 1626.39 .00 I .53 I 1.24 i 1.500 I I .000 .00 I 0 .0 -i- 1.235 -I- .0755 -I- -I- -I- -I- -I- .0302 -I- .04 -I- .33 -I- 2.54 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1049.450 I I 1625.404 I .341 I 1625.745 i 2.00 6.62 I .68 I 1626.43 .00 i .53 I 1.26 I 1.500 I I .000 .00 i 0 .0 -I- 1.034 -I- .0755 -I- -I- -f- -I- -I- .0264 -I- .03 -I- .34 -I- 2.38 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1 1 a l &I a i a 1 a 1 It I t I t 1 f 1 1 1 1 1 1 1 1 I t 1 [ 1 1 1 1 1 t 1 FILE: P:\126-2023\Drainage\R3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 7:16:35 SD -LINE R Q100 --LAT R3 PARKSIDE JN 126-2023 wli R3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -i- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Falls ZR -I IType Ch 1050.484 I I 1625.482 .352 I I 1625.834 i 2.00 6.31 I .62 I 1626.45 .00 I I .53 1.27 I 1.500 I I .000 .00 I 0 .0 -I- .842 -I- .0755 -I- -I- -I- -I- -I- .0230 -I- .02 -I- .35 -I- 2.23 .27 -I- -I- .013 -I- .00 .00 I- PIPE 1051.326 I I 1625.546 .364 I I 1625.910 I 2.00 6.02 I .56 I 1626.47 .00 I I .53 1.29 I 1.500 I I .000 .00 I 0 .0 -I- .688 -I- .0755 -I- -I- -I- -I- -i- .0202 -I- .01 -I- .36 -I- 2.09 .27 -I- -I- .013 -I- .00 .00 1- PIPE 1052.014 I I 1625.598 .377 I I 1625.975 I 2.00 5.74 I .51 I 1626.49 .00 I I .53 1.30 I 1.500 I I .000 .00 I 0 .0 -I- .578 -I- .0755 -I- -I- -I- -I- -I- .0176 -I- .01 -I- .38 -I- 1.95 .27 -I- -I- .013 -I- .00 .00 1- PIPE 1052.592 I I 1625.641 .390 I I 1626.031 I 2.00 5.47 I .46 I 1626.50 .00 I I .53 1.32 I 1.500 i I .000 .00 I 0 .0 -I- .486 -I- .0755 -I- -I- -I- -I- -I- .0154 -I- .01 -i- .39 -I- 1.83 .27 -I- -I- .013 -I- .00 .00 1- PIPE 1053.078 I I 1625.678 .403 I I 1626.081 I 2.00 5.21 I .42 I 1626.50 .00 I I .53 1.33 I 1.500 I I .000 .00 I 0 .0 -I- .393 -I- .0755 -I- -I- -I- -I- -I- .0135 -I- .01 -I- .40 -I- 1.71 .27 -I- -I- .013 -I- .00 .00 1- PIPE 1053.472 I I 1625.708 .417 I I 1626.125 I 2.00 4.97 I .38 I 1626.51 .00 I I .53 1.34 I 1.500 I I .000 .00 I 0 .0 -I- .312 -I- .0755 -I- -I- -I- -I- -I- .0118 -I- .00 -I- .42 -I- 1.60 .27 -I- -I- .013 -I- .00 .00 1- PIPE 1053.784 I i 1625.731 .432 I I 1626.163 I 2.00 4.74 I .35 I 1626.51 .00 I I .53 1.36 I 1.500 I I .000 .00 I 0 .0 -I- .257 -I- .0755 -I- -I- -I- -I- -I- .0103 -I- .00 -I- .43 -I- 1.50 .27 -I- -I- .013 -1- .00 .00 I- PIPE 1054.040 I I 1625.751 .447 I I 1626.198 I 2.00 4.52 I .32 I 1626.51 .00 I I .53 1.37 I 1.500 i I .000 .00 i 0 .0 -I- .193 -I- .0755 -I- -I- -I- -I- -I- .0091 -I- .00 -I- .45 -I- 1.40 .27 -I- -I- .013 -I- .00 .00 1- PIPE 1054.234 I I 1625.765 .463 i I 1626.228 I 2.00 4.31 I .29 I 1626.52 .00 I I .53 1.39 I 1.500 I I .000 .00 I 0 .0 -I- .151 -I- .0755 -f- -I- -I- -I- -I- .0079 -I- .00 -I- .46 -I- 1.31 .27 -I- -I- .013 -I- .00 .00 1- PIPE FILE: P:\126-2023\Drainage\R3.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 7:16:35 SD -LINE R Q100 --LAT R3 PARKSIDE JN 126-2023 wli R3.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -i- -I- -i- -I- -i- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch ****r***�I**r+�+*�*I********I*,t***�+*+la****r**�l*+*****I**�►*,r*I*�******�1*>**+,r*I*+**+*,t*I***+*�**I*+*�***I+*•�***I+**** I*+****• I I I I I I I I I I I I I 1054.385 1625.777 .479 1626.256 2.00 4.11 .26 1626.52 .00 .53 1.40 1.500 .000 .00 0 .0 -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- I- .100 .0755 .0069 .00 .48 1.23 .27 .013 .00 .00 PIPE I i I i I I I I I I I I I 1054.484 1625.784 .496 1626.280 2.00 3.92 .24 1626.52 .00 .53 1.41 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I- -I- -I- 1- .067 .0755 .0061 .00 .50 1.15 .27 .013 .00 .00 PIPE I I I I I I I i I I I I I 1054.552 1625.789 .513 1626.302 2.00 3.74 .22 1626.52 .00 .53 1.42 1.500 .000 .00 0 .0 -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .008 .0755 .0053 .00 .51 1.07 .27 .013 .00 .00 PIPE I I I I I I I I I I I i I 1054,560 1625.790 .533 1626.323 2.00 3.55 .20 1626.52 .00 .53 1.44 1.500 .000 .00 0 .0 WALL ENTRANCE I I I I I I I I I I I I I 1054.560 1625.790 .818 1626.608 2.00 .17 .00 1626.61 .00 .09 14.00 5.000 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- i- t &A 9 A a i w's a t t l [ l t 1 V 1 [ l [ l f! C 1 f l t) [ 1 FILE: P:\126-2023\Drainage\R3.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 7:16:31 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE R HEADING LINE NO 2 IS - Q100 --LAT R3 PARKSIDE HEADING LINE NO 3 IS - JN 126-2023 wli R3.wsw W S P G W 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 1005.560 1622.090 7 1622.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1054.560 1625.790 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1054.560 1625.790 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1054.560 1625.790 9 1630.790 Tl SD -LINE R T2 Q100 --LAT R3 PARKSIDE T3 JN 126-2023 wli SO 1005.5601622.090 7 R 1054.5601625.790 7 WE 1054.5601625.790 9 SH 1054.5601625.790 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 2.000 .0 t[ A t i [ l f 1 I R3.wsw 1622.500 .013 .000 .000 0 .500 1630.790 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 KIIA 9-1 F I a Il [ l F I f I [_ I E I ( I [ I [ l [ 1 t l [ l FILE: P:\126-2023\Drainage\R4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 7:16:56 SD -LINE R Q100 --LAS R4 PARKSIDE JN 126-2023 wli R4.wsw ( Invert I Depth I Water I Q i Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Ave) -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR (Type Ch *r,t**x**,r1***•�+*+*I***,r,r***I*��******1*�*�*+**+I*******I**,r*,r+*I+**«+****I****+�*I****+��*I***,r****I*r***,r*I**++***I*�*,r+ I**�**++ 1005.220 I I 1623.190 I .297 I 1623.487 I 3.00 12.09 I 2.27 I 1625.76 .00 I I .66 1.20 I I 1.500 I .000 .00 I 0 .0 -I- .006 -I- .1733 -I- -I- -I- -I- -i- .1100 -I- .00 -I- .30 -I- 4.68 -i- .27 -I- .013 -I- .00 .00 I- PIPE 1005.226 I I 1623.191 I .297 I 1623.488 I 3.00 12.05 I 2.25 I 1625.74 .00 I I .66 1.20 I I 1.500 I .000 .00 I 0 .0 -I- 2.751 -i- .1733 -I- -I- -I- -I- -I- .1025 -I- .28 -I- .30 -I- 4.65 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1007.977 I I 1623.668 I .307 I 1623.975 I 3.00 11.49 I 2.05 i 1626.02 .00 I i .66 1.21 I 1 1.500 I .000 .00 I 0 .0 -I- 2.093 -i- .1733 -I- -I- -I- -I- -I- .0896 -I- .19 -I- .31 -I- 4.36 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1010.070 I I 1624.031 .318 I 1 1624.349 I 3.00 10.95 I 1.86 I 1626.21 .00 I i .66 1.23 I i 1.500 I .000 .00 I 0 .0 -I- 1.668 -I- .1733 -I- -I- -I- -I- -I- .0784 -I- .13 -I- .32 -I- 4.08 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1011.737 I I 1624.320 .329 I I 1624.649 I 3.00 10.44 I 1.69 I 1626.34 .00 I I .66 1.24 I I 1.500 I .000 .00 I 0 .0 -i- 1.364 -I- .1733 -I- -I- -I- -I- -I- .0685 -I- .09 -I- .33 -I- 3.83 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1013.101 I I 1624.556 I .340 I 1624.896 I 3.00 9.96 t 1.54 I 1626.44 .00 I i .66 1.26 I I 1.500 I .000 .00 I 0 .0 -I- 1.128 -I- .1733 -I- -I- -I- -I- -i- .0599 -I- .07 -I- .34 -I- 3.58 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1014.229 I I 1624.752 .352 I I 1625.104 I 3.00 9.49 I 1.40 I 1626.50 .00 I I .66 1.27 I I 1.500 I .000 .00 I 0 .0 -I- .953 -I- .1733 -I- -I- -I- -I- -I- .0524 -I- .05 -I- .35 -I- 3.36 -I- .27 -I- .013 -I- .00 .00 I- PIPE 1015.182 I I 1624.917 .364 I I 1625.281 I 3.00 9.05 I 1.27 I 1626.55 .00 I I .66 1.29 I I 1.500 I .000 .00 I 0 .0 -I- .813 -I- .1733 -1- -I- -I- -I- -I- .0458 -I- .04 -I- .36 -I- 3.14 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1015.995 I I 1625.058 .376 I I 1625.434 I 3.00 8.63 I 1.16 I 1626.59 .00 ! I .66 1.30 I I 1.500 1 .000 .00 I 0 .0 -I- .691 -I- .1733 -1- -I- -I- -I- -I- .0400 -I- .03 -I- .38 -i- 2.94 -I- .27 -I- .013 -I- .00 .00 1- PIPE i f I C I [ I f I f I C I t 1 [ I [ I I I [ I 1 �" FILE: P:\126-2023\Drainage\R4.WSW W S P G W- CIVILDESIGN Version 14,01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 7:16:56 SD -LINE R Q100 --LAT R4 PARKSIDE JN 126-2023 wli R4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/1Base Wti INo Wth Station I Elev I (FT) I Elev f (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FT1or I.D.1 ZL 1Prs/Pip -I -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR (Type Ch I I I 1016.686 I I 1625.178 .389 i I 1625.567 I 3.00 8.23 I 1.05 I 1626.62 .00 I .66 1.31 I 1.500 I .000 .00 0 .0 -I- .590 -I- .1733 -I- -i- -I- -I- -I- .0350 -f- .02 -I- .39 -I- 2.75 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1017.276 i I 1625.280 .403 i I 1625.683 I 3.00 7.85 I .96 I 1626.64 .00 I I .66 1.33 I 1.500 -I- I I .000 .00 i 0 .0 -i- .518 -I- .1733 -I- -t- -I- -I- -I- .0306 -I- .02 -I- .40 -I- 2.58 -I- .27 .013 -I- .00 .00 1- PIPE 1017.794 I I 1625.370 .416 I I 1625.786 I 3.00 7.48 I .87 I 1626.66 .00 I I .66 1.34 I 1.500 I I .000 .00 I 0 .0 -I- .437 -I- .1733 -t- -I- -I- -I- -I- .0268 -I- .01 -I- .42 -i- 2.41 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1018.231 I I 1625.44.5 .431 I i 1625.877 I 3.00 7.13 I .79 I 1626.67 .00 I I .66 1.36 I 1.500 I i .000 .00 I 0 .0 -I- .379 -I- .1733 -i- -i- -I- -I- -I- .0235 -I- .01 -I- .43 -I- 2.26 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1018.610 I i 1625.511 .446 I 1 1625.957 I 3.00 6.80 I .72 I 1626.68 .00 I I .66 1.37 I 1.500 I I .000 .00 I 0 .0 -I- .323 -I- .1733 -I- -I- -I- -I- -i- .0205 -I- .01 -I- .45 -i- 2.11 -i- .27 -I- .013 -I- .00 .00 1- PIPE 1018.933 I I 1625.567 .462 I I 1626.029 I 3.00 6.48 1 .65 I 1626.68 .00 1 I .66 1.39 i 1.500 I I .000 .00 I 0 .0 -I- .279 -I- .1733 -I- -I- -i- -I- -I- .0180 -I- .01 -I- .46 -I- 1.98 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1019.212 I I 1625.615 .478 I I 1626.094 I 3.00 6.18 I .59 I 1626.69 .00 I I .66 1.40 I 1.500 I I .000 .00 I 0 .0 -I- .235 -I- .1733 -I- -I- -I- -I- -I- .0158 -i- .00 -I- .48 -I- 1.85 -I- .27 -I- .013 -I- .00 .00 I- PIPE 1019.447 I I 1625.656 .495 I I 1626.151 I 3.00 5.90 I .54 I 1626.69 .00 -I- I I .66 1.41 I 1.500 I I .000 -I- .00 I 0 .0 -I- .201 -I- .1733 -I- -I- -I- -I- -I- .0138 -I- .00 .50 -I- 1.73 -I- .27 -I- .013 .00 .00 1- PIPE 1019.648 I I 1625.691 .512 I I 1626.203 I 3.00 5.62 I .49 I 1626.69 .00 -I- I I .66 1.42 I 1.500 I I .000 -I- .00 I 0 .0 -i- .165 -I- .1733 -I- -I- -I- -I- -i- .0121 -I- .00 .51 -I- 1.62 -I- .27 -I- .013 .00 .00 1- PIPE t I If l [ l t l E l [ l I l t i [ l [ l f l [ l FILE: P:\126-2023\Drainage\R4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 7:16:56 SD -LINE R Q100 --LAT R4 PARKSIDE JN 126-2023 wli R4.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/)Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -i- I "N" -I- I X-Fa11i ZR -I IType Ch *****a+.*+I*********I*�****r*I+****►+*a1�+**s�**+I*+***�*I**•**�*f**�rw**��I****:*�I***+****f***��***I�**�+**I�+*«++*I:*+*� I+**��+a 1019.813 I I 1625.719 I .530 I 1626.250 I 3.00 5.36 I .45 1626.70 I I .00 .66 I 1.43 I 1.500 I i .000 .00 I 0 .0 -I- .132 -I- .1733 -1- -I- -I- -I- -I- .0106 -I- .00 -I- .53 -I- 1.51 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1019.945 I I 1625.742 i .549 I 1626.291 I 3.00 5.11 I .41 1626.70 I I .00 .66 I 1.45 I 1.500 I i .000 -I- .00 I 0 .0 -I- .103 -I- .1733 -i- -I- -I- -I- -I- .0093 -I- .00 -I- .55 -I- 1.41 -I- .27 -I- .013 .00 .00 1- PIPE 1020.048 I I 1625.760 I .569 I 1626.329 I 3.00 4.87 I .37 1626.70 I I .00 .66 I 1.46 1 1.500 I i .000 .00 I 0 .0 -I- .076 -I- .1733 -I- -I- -I- -I- -I- .0082 -i- .00 -I- .57 -I- 1.32 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1020.124 I I 1625.77.3 .590 I I 1626.363 I 3.00 4.65 I .34 1626.70 I I .00 .66 I 1.47 I 1.500 I I .000 .00 I 0 .0 -I- .057 -I- .1733 -I- -I- -I- -I- -I- .0072 -I- .00 -I- .59 -I- 1.23 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1020.181 I I 1625.783 .611 I I 1626.394 I 3.00 4.43 I .30 1626.70 I I .00 .66 I 1.47 I 1.500 I I .000 .00 i 0 .0 -I- .028 -I- .1733 -I- -I- -I- -I- -I- .0063 -I- .00 -I- .61 -I- 1.15 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1020.209 i I 1625.788 .634 I I 1626.422 I 3.00 4.22 I .28 1626.70 I i .00 .66 I 1.48 I 1.500 I I .000 -I- .00 I 0 .0 -I- .011 -I- .1733 -I- -I- -I- -i- -I- .0055 -I- .00 -I- .63 -I- 1.07 -I- .27 -I- .013 .00 .00 1- PIPE 1020.220 I I 1625.790 .658 I I 1626.448 I 3.00 4.02 -I- I .25 -I- 1626.70 -I- I I .00 -I- .66 -I- I 1.49 -I- I 1.500 -f- I I .000 -I- .00 I 0 .0 I - -I- -I- 'WALL ENTRANCE -I- -I- -I- 1020.220 -I- I I 1625.790 -I- 1.024 -I- i i 1626.814 -I- I 3.00 -I- .21 -I- I .00 -i- 1626.82 -I- I I .00 -I- .11 -I- I 14.00 -I- I 5.000 -I- I I 14.000 -I- .00 I 0 .0 I- f a! 1:_ I a! ! i E I f I t I t I f 1 [ I t I f l I I E I ! I I FILE: P:\126-2023\Drainage\R4.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 7:16:52 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE R HEADING LINE NO 2 IS - Q100 --LAT R4 PARKSIDE HEADING LINE NO 3 IS - JN 126-2023 wli R4.wsw W S P G W 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 1005.220 1623.190 7 1622.900 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1020.220 1625.790 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1020.220 1625.790 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1020.220 1625.790 9 1630.790 I t t I *I E i a [ I t i f 1 t l t l t i t I [ l C) t l ( 1 f l t l IF„ t T1 SD -LINE R T2 Q100 --IAT- R+-PARKSIDE T3 JN 126-2023 wli R4.wsw SO 1005.2201623.190 7 1622.900 R 1020.2201625.790 7 .013 .000 .000 0 WE 1020.2201625.790 9 .500 SH 1020.2201625.790 9 1630.79 CD 1 4 0 .000 5.500 .000 .000 .000 .00 CD 2 4 0 .000 5.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.000 .000 .000 .000 .00 CD 5 4 0 .000 2.500 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 1.500 .000 .000 .000 .00 CD 8 2 0 .000 7.470 2.000 .000 .000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 Q 3.000 .0 I i I f i a� FILE: P:\126-2023\Drainage\R5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 9:12:51 SD -LINE R Q100 --LAT R5 PARKSIDE JN 6-2023 wli RS.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp -I- -I- I "N" I -t- X -Fall) ZR -I IType Ch ****�*�**I�***��**+Ir***+**•1**:*****�I****�+**.1��***�*I****��I*****�**•I**+s*+*I****��r*I��******I*+s+***I***+***I**++* I I 1�,r***:� I 1006.030 I 1623.660 I .310 I 1623.971 I 2.70 10.22 I 1.62 I 1625.59 .00 I .62 I 1.22 I 1.500 .000 .00 I 0 .0 -I- 11.959 -I- .0767 -I- -I- -I- -I- -1- .0738 -I- .88 -I- .31 -I- 3.86 .31 -I- -I- .013 -I- .00 .00 I- PIPE I 1017.990 I 1624.577 .312 I I 1624.889 I 2.70 10.11 I 1.59 I 1626.48 .00 I .62 I 1.22 I I 1.500 I .000 .00 I 0 .0 -I- 15.477 -I- .0767 -I- -I- -I- -I- -I- .0681 -I- 1.05 -I- .31 -I- 3.80 .31 -I- -I- .013 -I- .00 .00 1- PIPE I 1033.466 I 1625.764 I .323 I 1626.087 I 2.70 9.64 I 1.44 I 1627.53 .00 I .62 I 1.23 I I 1.500 I .000 .00 I 0 .0 -I- 7.002 -I- .0767 -I- -I- -I- -I- -I- .0595 -I- .42 -I- .32 -I- 3.56 .31 -I- -I- .013 -I- .00 .00 1- PIPE I 1040.468 1626.301 I .334 I I 1626.635 I 2.70 9.19 I 1.31 I 1627.95 .00 I .62 I 1.25 I I 1.500 I .000 .00 I 0 .0 4.386 .0767 .0520 .23 .33 3.34 .31 .013 .00 .00 PIPE I 1044.854 1626.637 I .345 I I 1626.982 I 2.70 8.76 I 1.19 I 1628.17 .00 I .62 I 1.26 I i 1.500 I .000 .00 I 0 .0 -I- 3.087 -I- .0767 -I- -I- -I- -I- -i- .0455 -I- .14 -I- .35 -I- 3.13 .31 -I- -i- .013 -I- .00 .00 1- PIPE I 1047.941 1626.874 I .357 I I 1627.231 I 2.70 8.35 I 1.08 I 1628.31 .00 I .62 I 1.28 I I 1.500 I .000 .00 I 0 .0 -I- 2.343 -I- .0767 -I- -I- -I- -i- -I- .0397 -I- .09 -I- .36 -I- 2.93 .31 -I- -I- .013 -I- .00 .00 1- PIPE I 1050.284 1627.053 I .369 i I 1627.422 I 2.70 7.97 I .99 I 1628.41 .00 I .62 I 1.29 I i 1.500 I .000 .00 I 0 .0 -I- 1.826 -I- .0767 -I- -i- -I- -I- -I- .0348 -I- .06 -I- .37 -I- 2.74 .31 -I- -f- .013 -I- .00 .00 I- PIPE i 1052.110 1627.193 I .382 I i 1627.575 I 2.70 7.59 I .90 I 1628.47 .00 I .62 I 1.31 I 1.500 I i .000 .00 I 0 .0 -I- 1.479 -I- .0767 -I- -I- -I- -I- -I- .0304 -i- .04 -I- .38 -I- 2.57 .31 -I- -I- .013 -i- .00 .00 1- PIPE I 1053.589 1627.307 I .395 I I 1627.702 I 2.70 7.24 i .81 I 1628.52 .00 I .62 I 1.32 I 1.500 I I .000 .00 I 0 .0 -I- 1.198 -I- .0767 -1- -I- -I- -I- -I- .0266 -I- .03 -I- .40 -I- 2.40 .31 -I- -I- .013 -I- .00 .00 1- PIPE [ I l t f [ I [ I t I t 1 t I t I t I t I t I t I t I FILE: P:\126-2023\Drainage\R5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 9:12:51 SD -LINE R Q100 --LAT R5 PARKSIDE JN 126-2023 wli R5.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaltFlow ToplHeight/(Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width lDia.-FTlor I.D.I ZL lPrs/Pip -I- L/Elem -I- ►Ch Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X-Fa111 ZR -I IType Ch I I I I 1054.787 1627.399 .409 1627.808 I 2.70 6.90 I .74 I 1628.55 .00 I .62 I 1.34 I 1.500 I I .000 .00 I 0 .0 -I- .998 -I- .0767 -I- -I- -I- -I- -I- ,0233 -i- .02 -I- .41 2.25 -I- .31 -I- -I- .013 -I- .00 .00 I- PIPE 1055.785 I I 1627.475 I .423 1 1627.898 I 2.70 6.58 I .67 I 1628.57 .00 I .62 I 1.35 I 1.500 I I .000 .00 I 0 .0 -I- .820 -I- .0767 -I- -I- -I- -I- -I- .0204 -I- .02 -I- .42 2.10 -I- .31 -I- -I- .013 -I- .00 .00 1- PIPE 1056.605 I I 1627.538 I .438 I 1627.976 I 2.70 6.28 I .61 I 1628.59 .00 i .62 i 1.36 I 1.500 I I .000 .00 I 0 .0 -I- .690 -I- .0767 -I- -t- -I- -I- -I- .0178 -I- .01 -I- .44 1.97 -I- .31 -I- -I- .013 -I- .00 .00 1- PIPE 1057.295 I I 1627.591 I .453 I 1628.044 I 2.70 5.98 I .56 I 1628.60 .00 I .62 I 1.38 I 1.500 I I .000 .00 I 0 .0 -I- .566 -I- .0767 -i- -I- -I- -I- -I- .0156 -I- .01 -i- .45 1.84 -I- .31 -I- -I- .013 -I- .00 .00 1- PIPE 1057.861 I I 1627.634 .469 I I 1628.103 I 2.70 5.71 I .51 I 1628.61 .00 I .62 I 1.39 I 1.500 I I .000 .00 I 0 .0 -I- .460 -I- .0767 -I- -I- -I- -I- -i- .0137 -I- .01 -I- .47 1.72 -I- .31 -I- -I- .013 -I- .00 .00 1- PIPE 1058.321 I I 1627.670 .486 I I 1628.156 I 2.70 5.44 I .46 I 1628.62 .00 I .62 I 1.40 I 1.500 I I .000 .00 I 0 .0 -I- .383 -I- .0767 -I- -I- -I- -I- -I- .0120 -I- .00 -I- .49 1.61 -I- .31 -I- -I- .013 -I- .00 .00 1- PIPE 1058.704 I i 1627.699 .503 I I 1628.202 I 2.70 5.19 I .42 I 1628.62 .00 I .62 I 1.42 I 1.500 I I .000 .00 I 0 .0 -I- .302 -I- .0767 -I- -I- -I- -I- -I- .0105 -I- .00 -I- .50 1.51 -I- .31 -I- -I- .013 -I- .00 .00 I- PIPE 1059.006 t I 1627.722 .521 I I 1628.243 I 2.70 4.95 i .38 I 1628.62 .00 I .62 i 1.43 I 1.500 I I .000 .00 I 0 .0 -I- .245 -I- .0767 -i- -I- -I- -I- -I- .0092 -I- .00 -I- .52 1.41 -I- .31 -I- -t- .013 -I- .00 .00 1- PIPE 1059.251 I I 1627.741 .539 I I 1628.280 I 2.70 4.72 I .35 I 1628.63 .00 I .62 I 1.44 I 1.500 I I .000 .00 I 0 .0 -I- .166 -I- .0767 -I- -I- -I- -I- -I- .0081 -I- .00 -I- .54 1.32 -I- .31 -I- -I- .013 -I- .00 .00 1- PIPE f a i a I a t t 1 r.. f f l f l f l f i f l f i f f f i f l f l f f [ FILE: P:\126-2023\Drainage\R5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4-11-2005 Time: 9:12:51 SD -LINE R Q100 --LAT R5 PARKSIDE JN 126-2023 wli R5.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude; NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I 1 I I I I I I I I I 1059.417 1627.754 .559 1628.313 2.70 4.50 .31 1628.63 .00 .62 1.45 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .123 .0767 .0071 .00 .56 1.23 .31 .013 .00 .00 PIPE I I I I I I I I I I I I I 1059.539 1627.763 .579 1628.342 2.70 4.29 .29 1628.63 .00 .62 1.46 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .070 .0767 .0062 .00 .58 1.15 .31 .013 .00 .00 PIPE I I I I I I I I I I I I I 1059.609 1627.768 .600 1628.369 2.70 4.09 .26 1628.63 .00 .62 1.47 1.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- .021 .0767 .0054 .00 .60 1.07 .31 .013 .00 .00 PIPE i I I I I I I I I I I I I 1059.630 1627.770 .623 1628.393 2.70 3.89 .23 1628.63 .00 .62 1.48 1.500 .000 .00 0 .0 WALL ENTRANCE I I I I I I I I I I I I I 1059.630 1627.770 .965 1628.735 2.70 .20 .00 1628.74 .00 .10 14.00 5.000 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- t t S WI a I E I a 1 t l t i i l 11 [ I 1 t 1 [ 1 t 1 i 1 #-I FILE: P:\126-2023\Drainage\R5.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4-11-2005 Time: 9:12:47 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE R HEADING LINE NO 2 IS - Q100 --LAT R5 PARKSIDE HEADING LINE NO 3 IS - JN 126-2023 wli R5.wsw W S P G W 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 1006.030 1623.660 7 1624.300 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1059.630 1627.770 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1059.630 1627.770 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1059.630 1627.770 9 1632.770 T1 SD -LINE R T2 Q100 --LAT R5 PARKSIDE T3 JN 126-2023 1632.77 wli SO 1006.0301623.660 .00 .000 7 R 1059.6301627.770 .000 .000 7 WE 1059.6301627.770 .000 .000 9 SH 1059.6301627.770 .000 .00 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 2.700 .0 R5.wsw 1624.300 .013 .500 .000 .000 0 1632.77 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 .000 .000 0 t l t I t I & I t i t I f I [ I I l t l I I[ I[ 1 i t t I C i f I[ i FILE: P:\126-2023\Drainage\R7.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:36:48 SD -LINE R Q100 --LAT R7 PARKSIDE TO RECREATION PARK JN 126-2023 wli R7.wsw 1 Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head 1 Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR (Type Ch **��*�***i�*****.**I*�***��*1�**�**��*I+.******sly**�+*.I.*:**�+I****+****I�***.*,.1.*******I*+***�+*I��«*:�+1�**�+**1�.,.�* I+*.�+*• 1005.110 I I 1623.390 I .809 I 1624.199 I 9.50 7.97 I .99 I 1625.19 .00 i 1.10 I 1.96 I 2.000 I I .000 .00 I 0 .0 9.269 .0167 .0146 .14 .81 1.80 .78 .013 .00 .00 PIPE 1014.379 i I 1623.545 I .618 I 1624.363 I 9.50 7.85 t .96 I 1625.32 .00 I 1.10 I 1.97 I 2.000 I I .000 .00 I 0 .0 -I- 17.182 -I- .0167 -I- -I- -I- -I- -i- .0134 -I- .23 -I- .82 -I- 1.76 -i- .78 -I- .013 -I- .00 .00 1- PIPE 1031.561 I I 1623.833 .848 I I 1624.681 I 9.50 7.49 I .87 I 1625.55 .00 I 1.10 I 1.98 I 2.000 I I .000 .00 I 0 .0 -I- 9.717 -I- .0167 -I- -I- -I- -I- -I- .0118 -I- .11 -I- .85 -I- 1.65 -I- .78 -I- .013 -I- .00 .00 1- PIPE 1041.278 I t 1623.995 .879 I I 1624.874 I 9.50 7.14 I .79 I 1625.67 .00 I 1.10 I 1.99 I 2.000 I I .000 .00 I 0 .0 -I- 6.102 -I- .0167 -I- -i- -I- -I- -I- .0103 -I- .06 -I- .88 -I- 1.54 -I- .78 -I- .013 -I- .00 .00 1- PIPE 1047.380 I I 1624.097 .912 I I 1625.009 I 9.50 6.81 I .72 I 1625.73 .00 I 1.10 I 1.99 I 2.000 I I .000 .00 i 0 .0 -I- 4.115 -I- .0167 -I- -I- -I- -i- -I- .0091 -I- .04 -I- .91 -I- 1.43 -I- .78 -I- .013 -I- .00 .00 1- PIPE 1051.495 I I 1624.166 .946 I I 1625.112 I 9.50 6.49 I .65 I 1625.77 .00 I 1.10 I 2.00 I 2.000 I I .000 .00 I 0 .0 -I- 2.688 -i- .0167 -I- -I- -I- -I- -I- .0080 -I- .02 -I- .95 -I- 1.34 -I- .78 -I- .013 -I- .00 .00 1- PIPE 1054.183 I I 1624.211 .982 I i 1625.193 I 9.50 6.19 I .59 1 1625.79 .00 I 1.10 I 2.00 I 2.000 I I .000 .00 I 0 .0 1.760 .0167 .0070 .01 .98 1.24 ,78 .013 .00 .00 PIPE 1055.943 I I 1624.240 1.019 I I 1625.260 I 9.50 5.90 I .54 I 1625.80 .00 I 1.10 I 2.00 I 2.000 I I .000 .00 1 0 .0 -I- .868 -I- .0167 -I- -I- -t- -i- -I- .0062 -I- .01 -I- 1.02 -I- 1.16 -I- .78 -I- .013 -i- .00 .00 1- PIPE 1056.812 I i 1624.255 1.059 I I 1625.314 I 9.50 5.63 1 .49 I 1625.81 .00 I 1.10 I 2.00 I 2.000 I I .000 .00 I 0 .0 -I- .298 -I- .0167 -i- -I- -I- -I- -I- .0055 -I- .00 -I- 1.06 -I- 1.08 -i- .78 -I- .013 -I- .00 .00 1- PIPE a I t a i a I a I a I f I I I [ I I I C 1 I I I I t I [ I t I t 1 t I a i FILE: P:\126-2023\Drainage\R7.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:36:48 SD -LINE R Q100 --LAT R7 PARKSIDE TO RECREATION PARK JN 126-2023 wli R7.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch 1 I I I I I I I i I I I I 1057.110 1624.260 1.101 1625.361 9.50 5.36 .45 1625.81 .00 1.10 1.99 2.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- I- FILE: P:\126-2023\Drainage\R7.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 3-14-2005 Time: 7:36:44 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE R HEADING LINE NO 2 IS - Q100 --LAT R7 PARKSIDE TO RECREATION PARK HEADING LINE NO 3 IS - JN 126-2023 wli R7.wsw W S P G W 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 1005.110 1623.390 6 1624.200 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1057.110 1624.260 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1057.110 1624.260 6 1632.000 I t 1 t i t i t l t l t I T1 SD -LINE R T2 Q100 --LAT R7 PARKSIDE TO RECREATION PARK T3 JN 126-2023 wli R7.wsw SO 1005.1101623.390 6 1624.200 R 1057.1101624.260 6 .013 .000 .000 0 SH 1057.1101624.260 6 1632.0 CD 1 4 0 .000 5.500 .000 .000 .000 .00 CD 2 4 0 .000 5.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.000 .000 .000 .000 .00 CD 5 4 0 .000 2.500 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 1.500 .000 .000 .000 .00 CD 8 2 0 .000 7.470 2.000 .000 .000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 Q 9.500 .0 t a i a i a s t! a t t l t 1 [ 1 t l i i [ l t i ( 1 t 1 t l I [ 1 FILE: P:\126-2023\Drainage\cl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 4:34:41 SD -LINE C Q100 --LAT Cl NORTH OF ICON JN 126-2023 wli Cl.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width (Dia.-FTIor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -i- I I -I- I -I- -I- SF Avei -I- HF ISE -I- DpthIFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I (Type Ch *+*******I***++****1+*�**+**I****+�***I**,r.+*,r**I**a***+I*��,r�+�I*��***�**I�******I****++**I*+***+*�Ir****�+I��**�**I*+**+ I**•*��• 1003.870 1633.960 2.140 1636.100 1.60 .91 .01 1636.11 .00 .48 .00 1.500 .000 .00 0 .0 -I- ,13.219 -I- .0486 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 2.14 -I- .00 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1017.089 I I 1634.603 1.500 I I 1636.103 I 1.60 .91 I .01 I 1636.12 .00 I .48 I .00 I i 1.500 I .000 .00 I 0 .0 -I- 2.841 -I- .0486 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 1.50 -I- .00 -I- .27 -I- .013 -f- .00 .00 1- PIPE 1019.930 I I 1634.741 1.360 I I 1636.101 i 1.60 .95 I .01 I 1636.12 .00 I .48 I .87 I 1 1.500 I .000 .00 i 0 .0 -I- 1.623 -I- .0486 -I- -I- -i- -I- -I- .0002 -I- .00 -I- 1.36 -I- .12 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1021.553 I I 1634.82.0 1.280 I I 1636.100 I 1.60 1.00 I .02 I 1636.12 .00 I .48 I 1.06 I I 1.500 I .000 .00 I 0 .0 -I- .817 -I- .0486 -I- -I- -I- -I- -I- .0002 -I- .00 -I- 1.28 -I- .14 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1022.370 I I 1634.860 1.240 I I 1636.100 I 1.60 1.02 I .02 I 1636.12 .00 I .48 I 1.14 I i 1.500 i .000 .00 I 0 .0 -I- 1.240 -I- .0487 -i- -I- -1- -I- -I- .0002 -I- .00 -I- 1.24 -I- .15 -1- .27 -I- .013 -I- .00 .00 1- PIPE 1023.610 I I 1634.920 1.178 I I 1636.099 I 1.60 1.07 I .02 I 1636.12 .00 I .48 I 1.23 i I 1.500 I .000 .00 I 0 .0 -I- 1.098 -I- .0487 -I- -i- -I- -i- -I- .0003 -I- .00 -I- 1.18 -t- .17 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1024.707 I i 1634.974 1.123 I I 1636.097 I 1.60 1.13 I .02 I 1636.12 .00 I .48 I 1.30 I I 1.500 I .000 .00 I 0 .0 -I- .971 -I- .0487 -I- -I- -i- -I- -I- .0003 -I- .00 -I- 1.13 -I- .19 -I- .27 -I- .013 -I- .00 .00 I- PIPE 1025.678 I I 1635.021 1.074 I I 1636.095 I 1.60 1.18 I .02 I 1636.12 .00 I .48 I 1.35 I I 1.500 I .000 .00 I 0 .0 .906 .0487 .0003 .00 1.08 .21 .27 .013 .00 .00 PIPE 1026.584 I I 1635.065 1.028 I I 1636.094 i 1.60 1.24 I .02 I 1636.12 .00 I .48 I 1.39 i I 1.500 I .000 .00 I 0 .0 -I- .840 -1- .0487 -I- -I- -I- -I- -I- .0004 -I- .00 -I- 1.03 -I- .23 -i- .27 -I- .013 -I- .00 .00 1- PIPE C I f I E- ! IL_l 9- j I I E I C I [ I [ 1 f I t I [ I [ I [ t I [ I a I a I FILE: P:\126-2023\Drainage\cl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 4:34:41 SD -LINE C Q100 --LAT Cl NORTH OF ICON JN 126-2023 wli Cl.wsw I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev 1 (FT) I Elev 1 (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL -I IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -i- I "N" I -I- X-Fa111 ZR (Type Ch ****+**��I+,t**+*�+*I*+,r+*,t**I****:�*.*1***�*****I�*�****l�******I**�+**+�+I+**�***I�+******I�+******1**w***+I*+*+�•+I****� I i I+*+r*++ I 1027.423 I I 1635.106 I .985 I 1636.091 I 1.60 1.30 I .03 i 1636.12 .00 I t .48 1.42 I 1.500 -I- .000 -I- .00 0 .0 -I- .774 -I- .0487 -I- -I- -I- -I- -I- .0004 -I- .00 -I- .99 -I- .25 .27 -I- .013 .00 .00 I- PIPE 1028.197 I I 1635.144 I .945 I 1636.089 I 1.60 1.36 I .03 I 1636.12 .00 I .48 I 1.45 I 1.500 I I .000 .00 I 0 .0 -I- .707 -I- .0487 -i- -I- -I- -I- -I- .0005 -I- .00 -I- .95 -I- .27 .27 -I- -I- .013 -I- .00 .00 1- PIPE 1028.904 I I 1635.178 i .908 I 1636.087 I 1.60 1.43 I .03 I 1636.12 .00 I .48 I 1.47 I 1.500 -I- I I .000 -I- .00 i 0 .0 -I- .681 -I- .0487 -I- -I- -I- -I- -I- .0005 -I- .00 -I- .91 -i- .29 .27 -I- .013 .00 .00 1- PIPE 1029.585 I I 1635.212 I .872 I 1636.084 I 1.60 1.50 I .03 I 1636.12 .00 I .48 I 1.48 I 1.500 I I .000 .00 I 0 .0 -i- .613 -i- .0487 -I- -I- -I- -I- -I- .0006 -I- .00 -I- .88 -I- .31 .27 -I- -I- ,013 -I- .00 .00 1- PIPE 1030.198 I I 1635.242 1 .839 I 1636.081 I 1.60 1.57 i .04 I 1636.12 .01 I .48 I 1.49 I 1.500 -I- I I .000 -I- .00 I 0 .0 -I- .586 -I- .0487 -I- -I- -I- -I- -I- .0007 -I- .00 -I- .84 -I- .34 .27 -I- .013 .00 .00 1- PIPE 1030.784 I i 1635.270 I .807 I 1636.077 I 1.60 1.65 I .04 I 1636.12 .01 I .48 I 1.50 i 1.500 I I .000 .00 I 0 .0 -I- .537 -i- .0487 -I- -I- -I- -I- -I- .0008 -I- .00 -I- .81 -I- .36 .27 -I- -1- .013 -I- .00 .00 1- PIPE 1031.321 I I 1635.296 I .777 I 1636.073 I 1.60 1.73 I .05 I 1636.12 .01 I .48 I 1.50 I 1.500 I I .000 .00 I 0 .0 .461 .0487 .0009 .00 .78 .39 .27 .013 .00 I .00 PIPE 1031.782 I I 1635.319 I .748 I 1636.067 I 1.60 1.82 I .05 t 1636.12 .01 I .48 I 1.50 I 1.500 I .000 .00 i 0 .0 HYDRAULIC JUMP 1031.782 I I 1635.319 I .276 I 1635.595 I 1.60 7.16 I .80 I 1636.39 .08 I .48 I 1.16 i 1.500 I I .000 .00 I 0 .0 -I- 2.362 -I- .0487 -I- -I- -I- -I- -I- .0396 -I- .09 -I- .36 -I- 2.88 .27 -i- -I- .013 -I- .00 .00 1- PIPE [ l I ! a I a I a I t I I I [ I [ I [ I [ I r l t 1 r i [ I [ 1 t I FILE: P:\126-2023\Drainage\cl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 4:34:41 SD -LINE C Q100 --LAT Cl NORTH OF ICON JN 126-2023 wli Cl.wsw ( Invert 1 Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR (Type Ch I 1034.144 I 1635.434 .285 I I 1635.719 I 1.60 6.82 I .72 I 1636.44 .08 I .48 I 1.18 I 1.500 I I .000 .00 I 0 .0 -I- 3.905 -I- .0487 -I- -I- -I- -I- -I- .0345 -I- .13 -I- .36 -I- 2.69 -I- .27 -I- .013 -I- .00 .00 I- PIPE I 1038.050 I 1635.624 .295 I I 1635.919 I 1.60 6.50 I .66 I 1636.58 .07 I .48 I 1.19 I 1.500 I I .000 .00 I 0 .0 -I- 2.672 -I- .0487 -I- -I- -I- -I- -I- .0302 -I- .08 -I- .36 -I- 2.52 -I- .27 -I- .013 -I- .00 .00 1- PIPE I 1040.722 I 1635.754 .305 I I 1636.059 I 1.60 6.20 I .60 I 1636.66 .06 i .48 I 1.21 I 1.500 I I .000 .00 I 0 .0 -I- 1.975 -I- .0487 -I- -I- -I- -I- -I- .0263 -I- .05 -I- .37 -I- 2.36 -I- .27 -I- .013 -I- .00 .00 1- PIPE I 1042.697 I 1635.851 .315 I I 1636.166 I 1.60 5.91 I .54 I 1636.71 .06 I .48 I 1.22 I 1.500 I I .000 .00 I 0 .0 -I- 1.489 -I- .0487 -I- -I- -I- -I- -I- .0230 -I- .03 -I- .37 -I- 2.21 -I- .27 -I- .013 -I- .00 .00 1- PIPE I 1044.186 I 1635.923 .326 I I 1636.249 I 1.60 5.64 I .49 I 1636.74 .05 I .48 I 1.24 I 1.500 I I .000 .00 I 0 .0 -I- 1.164 -I- .0487 -i- -I- -I- -I- -I- .0201 -I- .02 -I- .38 -I- 2.07 -I- .27 -I- .013 -I- .00 .00 1- PIPE I 1045.350 I 1635.980 .338 I I 1636.318 I 1.60 5.37 i ,45 i 1636.77 .45 I .48 I 1.25 t 1.500 I I .000 .00 I 0 .0 -I- .938 -I- .0481 -I- -I- -I- -I- -I- .0176 -I- .02 -I- .78 -I- 1.94 -I- .27 -I- .013 -I- .00 .00 1- PIPE I 1046.287 I 1636.025 .348 I I 1636.373 I 1.60 5.13 I .41 i 1636.78 .41 I .48 I 1.27 i 1.500 I I .000 .00 I 0 .0 -I- .768 -I- .0481 -1- -I- -I- -I- -I- .0154 -I- .01 -i- .76 -I- 1.82 -I- .27 -I- .013 -I- .00 .00 I- PIPE I 1047.055 I 1636.062 .360 I I 1636.422 I 1.60 4.89 I .37 I 1636.79 .38 I .48 I 1.28 I 1.500 I I .000 .00 I 0 .0 -I- .599 -I- .0481 -I- -I- -I- -i- -I- .0135 -I- .01 -I- .74 -I- 1.70 -I- .27 -I- .013 -i- .00 .00 1- PIPE I 1047.654 I 1636.091 .373 I I 1636.464 I 1.60 4.66 I .34 I 1636.80 .35 I .48 I 1.30 I 1.500 i I .000 .00 I 0 .0 -I- .487 -I- .0481 -I- -I- -I- -I- -I- .0118 -I- .01 -I- .72 -I- 1.60 -I- .27 -I- .013 -i- .00 .00 1- PIPE [ 1 l j t I a I [ I t 1 1 1 1 t 1 t I t I t I t I t I t 1 t I t I�� FILE: P:\126-2023\Drainage\cl.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 4:34:41 SD -LINE C Q100 --LAT Cl NORTH OF ICON JN 126-2023 wli Cl.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch 1048.141 I I 1636.114 .386 I I 1636.500 I 1.60 4.44 I .31 I 1636.81 .32 I I .48 1.31 I 1.500 I I .000 .00 I 0 .0 -I- .394 -I- .0481 -I- -I- -I- -I- -I- .0103 -I- .00 -I- .71 -I- 1.50 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1048.535 I I 1636.133 .399 I I 1636.532 I 1.60 4.24 I .28 1 1636.81 .29 I I .48 1.33 I 1.500 I I .000 .00 I 0 .0 -I- .290 -I- .0481 -I- -i- -I- -I- -I- .0090 -I- .00 -I- .69 -I- 1.40 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1048.825 i I 1636.147 .413 I i 1636.560 I 1.60 4.04 I .25 I 1636.81 .27 I I .48 1.34 I 1.500 I I .000 .00 I 0 .0 -i- .225 -I- .0481 -I- -I- -I- -I- -I- .0079 -I- .00 -I- .68 -I- 1.31 -I- .27 -I- .013 -i- .00 .00 1- PIPE 1049.050 I I 1636.158 .427 I I 1636.585 I 1.60 3.85 I .23 I 1636.82 .25 I I .48 1.35 I 1.500 I I .000 .00 I 0 .0 .144 .0481 .0069 .00 .68 1.23 .27 .013 .00 .00 PIPE 1049.195 I I 1636.165 .442 I I 1636.607 i 1.60 3.67 I .21 I 1636.82 .23 I I .48 1.37 I 1.500 I I .000 .00 i 0 .0 -I- .096 -I- .0481 -I- -I- -I- -I- -I- .0060 -I- .00 -I- .67 -I- 1.15 -I- .27 -1- .013 -I- .00 .00 1- PIPE 1049.291 I I 1636.170 .457 I I 1636.627 I 1.60 3.50 I .19 I 1636.82 .21 I I .48 1.38 I 1.500 I I .000 .00 I 0 .0 -I- .009 -I- .0481 -I- -I- -I- -I- -I- .0053 -I- .00 -i- .67 -I- 1.07 -I- .27 -I- .013 -I- .00 .00 1- PIPE 1049.300 I i 1636.170 .475 I I 1636.645 I 1.60 3.33 I .17 I 1636.82 .19 I I .48 1.40 I 1.500 i I .000 .00 I 0 .0 -I- -I- WALL ENTRANCE -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I - 1049.300 -I- I i 1636.170 -I- .724 -I- I I 1636.894 -I- I 1.60 -I- .22 -I- I .00 -I- I 1636.89 -I- .01 -I- I .09 -i- I 10.00 -I- I 5.000 -I- I 1 10.000 -I- .00 1 0 .0 I- [ t! ff_A t I a 1 i 1 C 1 [ 1 I i [ l [ i f 1 r 1 f I [ i [ 1 [ 1 FILE: P:\126-2023\Drainage\cl.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 4:34:37 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE C HEADING LINE NO 2 IS - Q100 --LAT Cl NORTH OF ICON HEADING LINE NO 3 IS - JN 126-2023 wli Cl.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1003.870 1633.960 7 1636.100 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1022.370 1634.860 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1045.350 1635.980 7 .013 22.500 58.518 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1049.300 1636.170 7 .013 2.514 90.018 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1049.300 1636.170 9 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1049.300 1636.170 9 1641.170 I I a i a Il t 1 9 t a 1 [ I I I[ I[ I I I I I[ 1 I I I I I I I I t i a 1 T1 SD -LINE C T2 Q100--LP�T Cl NORTH OF ICON T3 JN 126-2023 wli SO 1003.8701633.960 7 R 1022.3701634.860 7 R 1045.3501635.980 7 R 1049.3001636.170 7 WE 1049.3001636.170 9 SH 1049.3001636.170 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 1.600 .0 Cl.wsw 1636.100 .013 .000 .013 58.518 .013 90.018 .500 1641.170 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 10.000 .000 .000 .00 a I a A a t r 1 t! t l f f f i t I t 1 t I 1 t 1 t I t! i i a s E i FILE: P:\126-2023\Drainage\c2.WSW W S P G W- CIVILDESIGN version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:43: 1 SD -LINE C Q100 --LAT C2 NORTH OF ICON JN 126-2023 wli C2.wsw ( Invert I Depth I Water 1 Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width -I- IDia.-FTIor -I- I.D.1 -i- ZL IPrs/Pip -I -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -f- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fall► ZR (Type Ch I I I I I I 1007.320 I I 1634.510 1.790 I I 1636.300 I 8.20 2.76 I .12 I 1636.42 .00 1.02 1.23 -I- 2.000 -I- .000 -I- .00 0 1- .0 -I- .319 -I- .1050 -I- -I- -I- -I- -I- .0012 -I- .00 -I- 1.79 -I- .31 .45 .013 .00 I I .00 PIPE I 1007.639 I I 1634.543 1.753 I I 1636.297 I 8.20 2.81 I .12 I 1636.42 .00 I 1.02 I 1.32 I 2.000 .000 .00 0 .0 HYDRAULIC JUMP I t I I 1007.639 I I 1634.543 .552 I I 1635.096 I 8.20 11.61 I 2.09 I 1637.19 -I- .00 -I- I 1.02 -I- I 1.79 -I- 2.000 -I- .000 -I- .00 0 1- .0 -I- .486 -I- .1050 -I- -I- -I- -I- -I- .0465 .02 .55 3.26 .45 .013 .00 I .00 PIPE I 1008.125 I I 1634.594 .557 I I 1635.152 I 8.20 11.46 I 2.04 I 1637.19 .00 I 1.02 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I 1.02 1.90 I 2.000 .000 -I- .00 0 .0 -I- .941 -I- .1050 -I- -I- -I- -I- -I- .0193 -I- .02 -I- .69 -I- 2.14 -I- .45 -I- .013 .00 .00 I- PIPE I 1019.714 I 1635.811 I .709 i 1636.520 I 8.20 8.21 I 1.05 I 1637.57 .00 I 1.02 -I- I 1.91 -i- i I 2.000 -I- I .000 -I- .00 I 0 1- .0 -I- .785 -I- .1050 -I- -I- -I- -I- -1- .0169 -I- .01 -I- .71 2.00 .45 .013 .00 .00 PIPE I 1020.499 I 1635.894 I .735 I 1636.629 I 8.20 7.83 I .95 I 1637.58 .00 I 1.02 I 1.93 I I 2.000 -I- I .000 -I- .00 I 0 .0 -I- .671 -I- .1050 -I- -I- -I- -I- -I- .0148 -I- .01 -I- .74 -I- 1.87 -I- .45 .013 .00 .00 1- PIPE I 1021.170 1635.964 I I .761 I 1636.725 I 8.20 7.46 I .87 I 1637.59 .00 -I- I 1.02 -I- I 1.94 -I- I 2.000 -I- I I .000 -I- .00 I 0 .0 -I- .551 -I- .1050 -I- -I- -I- -I- -I- .0130 -I- .01 .76 1.75 .45 .013 .00 .00 1- PIPE I 1021.720 1636.022 I I .789 I 1636.811 I 8.20 7.12 i .79 I 1637.60 .00 I 1.02 I 1.96 -I- I 2.000 -I- I I .000 -I- .00 I 0 .0 -I- .465 -I- .1050 -I- -I- -I- -I- -I- .0114 -I- .01 -I- .79 -I- 1.63 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W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-14-2005 Time: 7:43: 1 SD -LINE C Q100 --LAT C2 NORTH OF ICON JN 126-2023 wli C2.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- -I- I -i- SF Avel -I- HF ISE -I- DpthlFroude -1- NINorm -I- Dp -I- -I- I "N" I X -Fall) ZR -I IType Ch 1023.209 I 1636.178 I I I .945 1637.123 i 8.20 5.61 I .49 I 1637.61 .00 I 1.02 I 2.00 I I I 2.000 .000 .00 I 0 .0 -I- .085 -I- .1050 -I- -i- -I- -I- -I- .0060 -I- .00 -I- .95 -I- 1.15 .45 -I- -I- -I- .013 .00 .00 I- PIPE 1023.294 I I 1636.187 I I .981 1637.168 I 8.20 5.35 I .44 I 1637.61 .00 I 1.02 I 2.00 I I I 2.000 .000 .00 I 0 .0 -I- .026 -I- .1050 -I- -I- -I- -I- -I- .0053 -I- .00 -i- .98 -I- 1.08 .45 -I- -I- -I- .013 .00 .00 1- PIPE 1023.320 I 1636.190 I I I 1.020 1637.210 I 8.20 5.09 I .40 I 1637.61 .00 I 1.02 I 2.00 t I I 2.000 .000 .00 I 0 .0 WALL ENTRANCE 1023.320 -I- I 1636.190 -I- I I I 1.606 1637.796 -I- -I- I 8.20 .51 -I- -I- I .00 -I- I 1637.80 -I- .00 -I- I .28 -I- I 10.00 I I I 5.000 10.000 -I- -I- -I- .00 I 0 .0 I- a A * i 19 1 a! t l t A t I t l t 1 f l [ i f l t I t l a I i t a t FILE: P:\126-2023\Drainage\c2.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 3-14-2005 Time: 7:42:57 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 10.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE C HEADING LINE NO 2 IS - Q100 --LAT C2 NORTH OF ICON HEADING LINE NO 3 IS - JN 126-2023 wli C2.wsw W S P G W 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 1007.320 1634.510 6 1636.300 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1023.320 1636.190 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1023.320 1636.190 9 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1023.320 1636.190 9 1641.190 It 1 I l [ 1 [ l I l [ l ! 1 t l f l t l t l I l ! I f! Tl SD -LINE C T2 Q100 --LAT C2 NORTH OF ICON T3 JN 126-2023 wli SO 1007.3201634.510 6 R 1023.3201636.190 6 WE 1023.3201636.190 9 SH 1023.3201636.190 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 8.200 .0 C2.wsw .013 .500 1636.300 .000 .000 0 1641.190 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 10.000 .000 .000 .00 I l r l f �. e FILE: c4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 8-2005 Time: 6:15:45 SD -LINE C Q100 --LINE C4 NORTH OF ICON JN 126-2023 w i c4.wsw I Invert I Depth I Water I Q 1 Vel Vel 1 Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem ICh -I- Slope I -I- -I- I I -I- I -I- -I- SF Avel -i- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR IType Ch +****,r*��1*�*+*��*s1�*+*��+*I��*•>*,r�*I*+.�**+*�1***�***I�**��+:1*+**�+*r*I�**�*�*Ir***+**.I*a*.**+*I*�***++1***�***I**+** I 1++***+� I 1018.520 I 1637.560 I .345 1637.905 I 3.40 9.39 I 1.37 I 1639.27 .00 I .64 I 1.51 I 2.000 I I .000 .00 I 0 .0 18.711 .0550 .0519 .97 .35 3.38 .34 .013 .00 .00 PIPE I 1037.231 I 1638.589 I .350 I 1638.939 I 3.40 9.18 I 1.31 I 1640.25 .00 I .64 I 1.52 I 2.000 I I .000 .00 I 0 .0 13.367 .0550 .0470 .63 .35 3.28 .34 .013 .00 .00 PIPE I 1050.598 1639.324 I .362 I I 1639.686 I 3.40 8.75 I 1.19 I 1640.87 .00 I .64 I 1.54 I 2.000 I I .000 .00 I 0 .0 -i- 6.893 -I- .0550 -I- -I- -I- -I- -I- .0410 -I- .28 -I- .36 -I- 3.07 -I- .34 -I- .013 -I- .00 .00 1- PIPE i 1057.491 1639.7.03 I .374 I I 1640.077 I 3.40 8.34 I 1.08 I 1641.16 .00 I .64 I 1.56 I 2.000 I I .000 .00 I 0 .0 4.458 .0550 .0359 .16 .37 2.88 .34 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-I- .02 -I- .46 -I- 1.94 -I- .34 .013 -I- .00 .00 1- PIPE I 1073.363 I 1640.575 .473 I I 1641.048 I 3.40 5.98 I .55 I 1641.60 .00 I I .64 1.70 I 2.000 I I .000 .00 I 0 .0 -I- .839 -I- .0550 -I- -I- -I- -I- -I- .0140 -I- .01 -I- .47 -I- 1.82 -I- .34 -I- .013 -I- .00 .00 1- PIPE I 1074.202 I 1640.621 .489 I I 1641.111 I 3.40 5.70 I .50 I 1641.61 .00 I I .64 1.72 I 2.000 I I .000 .00 I 0 .0 -I- .674 -I- .0550 -I- -I- -I- -I- -I- .0122 -I- .01 -I- .49 -I- 1.70 -I- .34 -I- .013 -I- .00 .00 1- PIPE I 1074.876 I 1640.6.59 .506 I I 1641.165 I 3.40 5.43 I .46 I 1641.62 .00 I I .64 1.74 I 2.000 I I .000 .00 I 0 .0 -I- .534 -i- .0550 -I- -I- -I- -I- -I- .0107 -I- .01 -I- .51 -I- 1.60 -I- .34 -I- .013 -I- .00 .00 1- PIPE I 1075.410 I 1640.688 .524 I I 1641.212 I 3.40 5.18 I .42 I 1641.63 .00 I I .64 1.76 I 2.000 I I .000 .00 I 0 .0 -I- .436 -I- .0550 -I- -I- -I- -I- -I- .0094 -I- .00 -I- .52 -I- 1.49 -I- .34 -I- .013 -t- .00 .00 1- PIPE I 1075.846 I 1640.712 .542 I I 1641.254 i 3.40 4.94 i .38 I 1641.63 .00 I I .64 1.78 I 2.000 I I .000 .00 I 0 .0 -I- .330 -I- .0550 -I- -I- -I- -I- -I- .0082 -I- .00 -I- .54 -I- 1.40 -i- .34 -I- .013 -I- .00 .00 1- PIPE I 1076.176 I 1640.730 .561 I I 1641.291 I 3.40 4.71 I .34 I 1641.64 .00 I I .64 1.80 I 2.000 I I .000 .00 I 0 .0 -I- .257 -I- .0550 -I- -I- -i- -I- -I- .0072 -I- .00 -I- .56 -I- 1.31 -I- .34 -I- .013 -I- .00 .00 I- PIPE I 1076.433 I 1640.744 .580 I I 1641.324 I 3.40 4.49 I .31 I 1641.64 .00 I .64 I 1.82 I 2.000 -I- I I .000 -i- .00 i 0 .0 -I- .174 -i- .0550 -I- -I- -I- -I- -I- .0063 -I- .00 -I- .58 -t- 1.22 -I- .34 .013 .00 .00 1- PIPE I 1076.607 I 1640.754 .600 I I 1641.354 I 3.40 4.28 I .28 I 1641.64 .00 I .64 I 1.83 I 2.000 I .000 1 .00 1 0 .0 -I- .078 -I- .0550 -I- -I- -I- -I- -I- .0055 -I- .00 -I- .60 -I- 1.15 -I- .34 -I- .013 -1- .00 .00 1- PIPE 4 FILE: c4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- B-2005 Time: 6:15:45 SD -LINE C Q100 --LINE C4 NORTH OF ICON JN 126-2023 wli c4.wsw I Invert i Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor -I- I.D.I -I- ZL -I IPrs/Pip -I- -I- L/Elem ICh Slope -I- I -I- I I -I- I -i- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp I "N" I X -Fall) ZR (Type Ch �+******�I******,t*�I********I***��*�+*Its.�*****I��+�*�I**+*•**I�********I**��*+�I**�+��**I*r+��**I*+*,r**�I**•**++I*+*** I I I I i I******r I i 1076.685 1640.758 I .622 I I 1641.380 I 3.40 4.08 I .26 I 1641.64 .00 .64 1.85 2.000 -I- .000 -I- .00 0 .0 -I- .035 -I- .0550 -I- -I- -I- -I- -I- .0048 -I- .00 -I- .62 -i- 1.07 -I- .34 .013 .00 .00 1- PIPE I 1076.720 1640.760 I .645 I I 1641.405 I 3.40 3.88 I .23 I 1641.64 .00 I .64 I 1.87 I 2.000 I I .000 .00 i 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- JUNCT STR .0000 .0032 .01 .64 1.00 .015 .00 .00 PIPE I 1078.720 1640.760 I .917 I I 1641.677 I 1.70 1.21 I .02 I 1641.70 .00 I .45 I 1.99 I 2.000 -I- I I .000 -I- .00 I 0 .0 -I- .096 -I- .3250 -I- -I- -I- -I- -I- .0003 -I- .00 -I- .92 -I- .25 -I- .16 .013 .00 .00 1- PIPE I I 1078.816 1640.791 I .883 I I 1641.674 I 1.70 1.27 I .03 I 1641.70 .00 I .45 I 1.99 -1- I 2.000 -I- I I .000 -I- .00 0 .0 -I- .088 -I- .3250 -I- -I- -I- -I- -I- .0004 -I- .00 -I- .88 -I- .27 .16 .013 .00 .00 1- PIPE I 1078.904 1640.820 I .852 i I 1641.672 I 1.70 1.33 I .03 I 1641.70 .00 I .45 I 1.98 -I- I 2.000 -I- I I .000 -I- .00 I 0 .0 -I- .084 -I- .3250 -I- -I- -I- -I- -I- .0004 -I- .00 -I- .85 -I- .29 .16 .013 .00 .00 1- PIPE I 1078.988 1640.847 1 .822 I I 1641.669 I 1.70 1.40 I .03 I 1641.70 .00 I .45 I 1.97 i 2.000 -I- I I .000 -i- .00 I 0 .0 -I- .080 -i- .3250 -i- -I- -I- -I- -I- .0005 -I- .00 -I- .82 -I- .31 -I- .16 .013 .00 .00 1- PIPE I 1079.068 1640.873 I .793 I I 1641.666 I 1.70 1.46 I .03 I 1641.70 .00 I .45 -I- I 1.96 -I- I 2.000 -I- I I .000 -I- .00 I 0 .0 -I- .052 -I- .3250 -I- -I- -I- -I- -I- .0005 -I- .00 -I- .79 .34 .16 .013 .00 .00 I- PIPE I 1079.120 1640.890 I .774 I I 1641.664 I 1.70 1.51 I .04 I 1641.70 .01 I .45 -I- I 1.95 -I- i 2.000 -I- I I .000 -I- .00 I 0 .0 -I- .433 -I- .0552 -I- -I- -I- -i- -I- .0006 -I- .00 -I- .78 .35 .25 .013 .00 .00 1- PIPE I 1079.553 1640.914 I .747 I I 1641.661 I 1.70 1.59 1 .04 I 1641.70 .01 I .45 I 1.93 I 2.000 -I- I 1 .000 -I- .00 1 0 .0 -I- .106 -I- .0552 -I- -I- -I- -I- -I- .0007 -I- .00 -I- .75 -I- .38 -I- .25 .013 .00 .00 1- PIPE 4 a I a I a 1 9 1 r 1 [ 1 [ 1 E 1 r 1 [ 1 [ 1 r 1 r 1 t l r I r 1 FILE: c4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 8-2005 Time: 6:15:45 SD -LINE C Q100 --LINE C4 NORTH OF ICON JN 126-2023 wli c4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/1Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor -I- I.D.1 -I- ZL -I 1Prs/Pip -I- -I- L/Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp I "N" I X -Fall) ZR (Type Ch *�*�+*�**I*+**�+**�l�***+*�.I**��+�*I**��***al**+*s**I+******I�*****:r**I*+++�**I********I**�**r+*I+�***�+l*�*�*•*1*�+*� I I I I I l+•+**�* I I 1079.659 I 1640.920 I .721 I 1641.641 I 1.70 1.67 I .04 I 1641.68 .01 .45 1.92 2.000 .000 .00 0 .0 HYDRAULIC JUMP I I 1079.659 1640.920 I .253 I I 1641.173 I 1.70 7.35 I .84 t 1642.01 .10 I t .45 -I- 1.33 -I- I 2.000 -I- I I .000 -I- .00 0 1- .0 -I- 3.148 -I- .0552 -I- -I- -I- -I- -I- .0466 -I- .15 -I- .35 3.11 .25 .013 .00 I I .00 PIPE I I 1082.807 1641.093 I .257 I I 1641.350 I 1.70 7.19 i .80 i 1642.15 .10 I I .45 -I- 1.34 -I- I 2.000 -I- .000 -I- .00 0 1- .0 -I- 5.003 -I- .0552 -I- -I- -I- -I- -I- .0422 -I- .21 -I- .35 3.01 .25 .013 .00 I .00 PIPE I I 1087.810 1641.370 I .265 I I 1641.635 I 1.70 6.85 I .73 I 1642.36 .09 I I .45 1.36 I 2.000 I .000 .00 0 .0 3.090 .0552 .0368 .11 .35 2.83 .25 .013 .00 .00 PIPE I I 1090.900 1641.540 I .275 I I 1641.815 I 1.70 6.54 I .66 I 1642.48 -i- .00 -I- I I .45 -I- 1.38 -I- I 2.000 -I- I I .000 -I- .00 0 1- .0 -I- 2.064 -I- .0552 -I- -I- -I- -I- -I- .0323 .07 .27 2.65 .25 .013 .00 .00 PIPE I 1092.964 1641.654 i .283 I I 1641.937 I 1.70 6.25 I .61 I 1642.54 .00 I I .45 -i- 1.39 -I- I 2.000 -I- I I .000 -I- .00 I 0 1- .0 -I- 1.720 -I- .0552 -I- -I- -I- -I- -I- .0283 -I- .05 -I- .28 2.49 .25 .013 .00 I .00 PIPE I I 1094.684 1641.749 I .292 I I 1642.041 I 1.70 5.96 I .55 I 1642.59 -I- .00 -I- I I .45 -I- 1.41 -I- I 2.000 -I- I .000 -I- .00 0 I- .0 -I- 1.319 -I- .0552 -I- -I- -I- -I- -I- .0247 .03 .29 2.34 .25 .013 .00 I I .00 PIPE I i 1096.003 1641.821 I .302 I I 1642.124 I 1.70 5.68 I .50 I 1642.63 .00 -I- I I .45 -I- 1.43 -I- I 2.000 -I- .000 -I- .00 0 1- .0 -i- 1.060 -i- .0552 -I- -I- -I- -I- -I- .0216 -I- .02 .30 2.19 .25 .013 .00 .00 PIPE I 1097.063 1641.880 I .312 I I 1642.192 I 1.70 5.42 I .46 I 1642.65 .00 I i .45 -I- 1.45 -I- I 2.000 -I- I I .000 -I- .00 I 0 1- .0 -I- .839 -I- .0552 -I- -I- -I- -I- -I- .0189 -I- .02 -I- .31 2.05 .25 .013 .00 .00 PIPE t a i a J a I a i a I F 1 t 1 f l[ l 1 i[ 1 l t 1 I 1 E I 1 1 FILE: c4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 8-2005 Time: 6:15:45 SD -LINE C Q100 --LINE C4 NORTH OF ICON JN 126-2023 wli c4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- L/Elem ICh Slope I -I- -I- I I -I- I -i- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR (Type Ch I I i 1097.901 -I- 1641.926 .323 I 1642.249 I 1.70 5.17 I .41 I 1642.66 .00 I .45 I 1.47 I 2.000 I I .000 .00 I 0 .0 .715 -I- .0552 -I- -I- -I- -I- -I- .0165 -I- .01 -I- .32 -I- 1.93 -I- .25 -I- .013 -i- .00 .00 1- PIPE I 1098.616 -I- I 1641.966 -I- .333 -I- I I 1642.299 -I- I 1.70 -I- 4.93 -I- I .38 -I- I 1642.68 .00 I .45 I 1.49 I 2.000 I I .000 .00 I 0 .0 .546 .0552 .0144 -I- .01 -I- .33 -I- 1.80 -I- .25 -I- .013 -I- .00 .00 1- PIPE I 1099.162 I 1641.996 -I- .345 I I 1642.341 I 1.70 4.70 I .34 I 1642.68 .00 I .45 I 1.51 I 2.000 I I .000 .00 I 0 .0 -I- .473 .0552 -I- -I- -I- -I- -I- .0126 -I- .01 -I- .35 -I- 1.69 -I- .25 -I- .013 -I- .00 .00 1- PIPE I 1099.635 I 1642.022 .356 I I 1642.378 I 1.70 4.48 I .31 I 1642.69 .00 I .45 I 1.53 i 2.000 I I .000 .00 i 0 .0 .369 .0552 .0110 .00 .36 1.58 .25 .013 .00 .00 PIPE I 1100.003 I 1642.042 .368 I I 1642.410 I 1.70 4.27 I .28 I 1642.69 .00 I .45 I 1.55 I 2.000 I 1 .000 .00 I 0 .0 -I- .279 -I- .0552 -I- -I- -I- -i- -I- .0096 -I- .00 -I- .37 -I- 1.48 -I- .25 -I- .013 -I- .00 .00 1- PIPE I 1100.283 -I- I 1642.058 -f- .381 I I 1642.439 I 1.70 4.07 I .26 I 1642.70 .00 I .45 I 1.57 I 2.000 I I .000 .00 I 0 .0 .222 .0552 -I- -I- -I- -I- -I- .0084 -I- .00 -I- .38 -I- 1.39 -I- .25 -I- .013 -i- .00 .00 1- PIPE I 1100.505 -I- i 1642.070 -I- .394 I I 1642.464 I 1.70 3.88 I .23 I 1642.70 .00 I .45 I 1.59 I 2.000 I I .000 .00 I 0 .0 .173 .0552 -I- -I- -I- -I- -I- .0073 -I- .00 -I- .39 -I- 1.30 -I- .25 -I- .013 -I- .00 .00 I- PIPE I 1100.678 -I- I 1642.079 -i- .407 I I 1642.486 I 1.70 3.70 I .21 I 1642.70 .00 I .45 I 1.61 I 2.000 I I .000 .00 I 0 .0 .109 .0552 -I- -I- -I- -I- -I- .0064 -I- .00 -i- .41 -I- 1.22 -I- .25 -I- .013 -I- .00 .00 1- PIPE I 1100.787 -I- I 1642.085 .421 I I 1642.506 I 1.70 3.53 I .19 I 1642.70 .00 I .45 I 1.63 I I 2.000 I .000 .00 I 0 .0 .072 -I- .0552 -I- -I- -I- -I- -I- .0056 -I- .00 -I- .42 -I- 1.14 -I- .25 -I- .013 -I- .00 .00 1- PIPE f 1 a 2 a I a K, t 1 f 1 t i f 1 t 1 t 1 t l f 1 t 1 f 1 I [ i I f a. 3 FILE: c4.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 8-2005 Time: 6:15:45 SD -LINE C Q100 --LINE C4 NORTH OF ICON JN 126-2023 wli c4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR (Type Ch �•*:*****f*********f*****+**I**+*****�1**��++*��I**��r��1**��***I*+�**�s++I*r*�*>*I'�*�►***I*�**+*+*I**�+***I*��*�**I**�.* I+*+�+�* I I I I I I I I I I I I I 1100.859 1642.089 .435 1642.524 1.70 3.36 .18 1642.70 .00 .45 1.65 2.000 .000 .00 0 .0 .011 .0552 .0049 .00 .44 1.07 .25 .013 .00 .00 PIPE i I I I I I I I I I I I I 1100.870 1642.090 .452 1642.542 1.70 3.20 .16 1642.70 .00 .45 1.67 2.000 .000 .00 0 .0 WALL ENTRANCE I I i I I i I I I I I I I 1100.870 1642.090 .682 1642.771 1.70 .18 .00 1642.77 .00 .08 14.00 5.000 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- &I a I a! ! I t I I t f[ l[ 1[)[ i t 1 f l t 1 a i t I i i a l FILE: c4.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 4- 8-2005 Time: 6:15:37 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD -LINE C HEADING LINE NO 2 IS - Q100 --LINE C4 NORTH OF ICON HEADING LINE NO 3 IS - JN 126-2023 wli c4.wsw W S P G W 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 1018.520 1637.560 6 1637.900 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1076.720 1640.760 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1078.720 1640.760 6 7 0 .015 1.700 .001 641.100 .000 31.100 .000 RADIUS ANGLE .000 .000 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1079.120 1640.890 6 .013 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1090.900 1641.540 6 .013 22.500 29.998 .000 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1100.870 1642.090 6 .013 .000 .000 .000 0 ELEMENT NO 7 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1100.870 1642.090 9 .500 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1100.870 1642.090 9 1648.090 [" A It I It I It I a I r l [ 1 [ 1 t f I l [ l I [ i C l T1 SD -LINE C T2 Q100 --LINE C4 NORTH OF ICON T3 JN 126-2023 wli c4.wsw SO 1018.5201637.560 6 1637.900 R 1076.7201640.760 6 .013 JX 1078.7201640.760 6 7 .015 1.7 1641.10 R 1079.1201640.890 6 .013 R 1090.9001641.540 6 .013 R 1100.8701642.090 6 .013 WE 1100.8701642.090 9 .500 SH 1100.8701642.090 9 1648.0900 CD 1 4 0 .000 5.500 .000 .000 .000 .00 CD 2 4 0 .000 .5.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.000 .000 .000 .000 .00 CD 5 4 0 .000 2.500 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 1.500 .000 .000 .000 .00 CD 8 2 0 .000 7.470 2.000 .000 .000 .00 CD 9 3 : 0 .000 5.000 14.000 .000 .000 .00 Q 1.700 .0 .000 .000 0 31.1 .000 .000 .000 0 29.998 .000 0 .000 .000 0 I f l r l t i [l FILE: P:\126-2023\Drainage\c5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 5:40:28 SD -LINE C Q100 --j AT C5 NORTH OF ICON JN 126-2023 wli C5.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/►Base WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL -I IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -i- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR (Type Ch I 1004.890 I I 1641.250 I I .279 1641.529 I 1.70 7.48 i .87 I 1642.40 .00 I .49 1.17 I 1.500 1 I .000 .00 I 0 .0 -i- 12.000 -i- .0483 -I- -I- -I- -I- -I- .0437 -I- .52 -I- .28 -t- 2.99 -I- .28 -I- .013 -I- .00 .00 I- PIPE 1016.890 I I 1641.830 I I .285 1642.115 I 1.70 7.26 I .82 I 1642.93 .09 I .49 I 1.18 I 1.500 I I .000 .00 I 0 .0 -I- 2.314 -I- .0463 -I- -I- -I- -I- -I- .0415 -I- .10 -I- .37 -I- 2.87 -I- .28 -I- .013 -I- .00 .00 1- PIPE 1019.204 I I 1641.937 I I .286 1642.223 I 1.70 7.22 I .81 I 1643.03 .08 I .49 I 1.18 i 1.500 I I .000 .00 I 0 .0 -I- 8.195 -I- .0463 -I- -I- -I- -I- -I- .0386 -I- .32 -I- .37 -I- 2.85 -I- .28 -I- .013 -I- .00 .00 1- PIPE 1027.400 I I 1642.31.7 I I .296 1642.613 I 1.70 6.88 I .74 I 1643.35 .08 I .49 I 1.19 I 1.500 I 1 .000 .00 I 0 .0 -I- 4.509 -I- .0463 -I- -I- -I- -I- -I- .0337 -I- .15 -I- .37 -I- 2.67 -I- .28 -I- .013 -i- .00 .00 1- PIPE 1031.909 I I 1642.526 I I .306 1642.832 I 1.70 6.56 i .67 I 1643.50 .07 I .49 I 1.21 I 1.500 I I .000 .00 I 0 .0 -I- 3.009 -I- .0463 -I- -I- -I- -I- -I- .0295 -I- .09 -I- .38 -I- 2.50 -I- .28 -I- .013 -I- .00 .00 1- PIPE 1034.918 I I 1642.665 i I .316 1642.981 I 1.70 6.26 I .61 I 1643.59 .07 I .49 I 1.22 I 1.500 I I .000 .00 I 0 .0 -I- 2.149 -I- .0463 -I- -I- -I- -I- -I- .0257 -I- .06 -I- .38 -I- 2.34 -I- .28 -I- .013 -I- .00 .00 1- PIPE 1037.068 I I 1642.765 I I .327 1643.092 I 1.70 5.97 I .55 I 1643.64 .06 I .49 I 1.24 I 1.500 I I .000 .00 I 0 .0 -I- 1.647 -I- .0463 -i- -I- -I- -I- -I- .0225 -I- .04 -I- .39 -I- 2.19 -I- .28 -t- .013 -I- .00 .00 I- PIPE 1038.714 i I 1642.841 I I .338 1643.179 I 1.70 5.69 I .50 I 1643.68 .06 I .49 I 1.25 I 1.500 I I .000 .00 I 0 .0 -I- 1.266 -I- .0463 -I- -I- -I- -I- -I- .0197 -I- .02 -I- .39 -i- 2.05 -I- .28 -I- .013 -I- .00 .00 1- PIPE 1039.980 I I 1642.900 I 1 .350 1643.250 I 1.70 5.42 I .46 I 1643.71 .46 I .49 i 1.27 I 1.500 I I .000 .00 I 0 .0 -I- .817 -I- .0475 -I- -I- -i- -I- -I- .0174 -I- .01 -I- .81 -I- 1.92 -I- .28 -I- .013 -I- .00 .00 1- PIPE t i a I a I I! E 1 E! I l [ t t i I l t 1 t t t l t l t 1 a s a! t! t t FILE. P.\126-2023\Drainage\c5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 5:40:28 SD -LINE C Q100 --LAT C5 NORTH OF ICON JN 126-2023 wli CS.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X -Fall) ZR -I IType Ch I 1040.797 I 1642.939 .359 I I 1643.298 I 1.70 5.22 I .42 I 1643.72 .43 I I .49 1.28 i 1.500 I I .000 .00 I 0 .0 -I- .793 -I- .0475 -I- -I- -I- -I- -I- .0154 -I- .01 -I- .78 -I- 1.82 .28 -I- -I- .013 -I- .00 .00 I- PIPE 1041.590 I I 1642.977 .372 I I 1643.349 I 1.70 4.97 I .38 I 1643.73 .39 I I .49 1.30 I 1.500 I I .000 .00 I 0 .0 -I- .674 -I- .0475 -I- -I- -I- -I- -I- .0135 -I- .01 -I- .76 -I- 1.71 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1042.264 I I 1643.009 .384 I I 1643.393 1 1.70 4.74 I .35 I 1643.74 .36 I I .49 1.31 I 1.500 I I .000 .00 I 0 .0 -I- .497 -I- .0475 -I- -I- -I- -I- -I- .0118 -I- .01 -I- .74 -I- 1.60 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1042.762 I I 1643.032 .398 I I 1643.430 I 1.70 4.52 I .32 I 1643.75 .33 I I .49 1.32 I 1.500 I I .000 .00 I 0 .0 -I- .427 -I- .0475 -I- -I- -I- -I- -I- .0103 -I- .00 -I- .73 -I- 1.50 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1043.189 I I 1643.052 .411 I I 1643.464 I 1.70 4.31 I .29 I 1643.75 .30 I I .49 1.34 I 1.500 I I .000 .00 i 0 .0 -I- .292 -I- .0475 -I- -I- -I- -I- -I- .0090 -I- .00 -I- .71 -I- 1.40 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1043.481 I I 1643.066 .426 I i 1643.492 I 1.70 4.11 I .26 I 1643.75 .28 I I .49 1.35 I 1.500 I I .000 .00 I 0 .0 -I- .224 -I- .0475 -I- -i- -I- -I- -I- .0079 -I- .00 -I- .71 -I- 1.31 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1043.705 I I 1643.077 .441 I I 1643.518 I 1.70 3.92 I .24 I 1643.76 .26 I I .49 1.37 I 1.500 I I .000 .00 I 0 .0 -I- .165 -I- .0475 -I- -I- -I- -I- -I- .0069 -I- .00 -I- .70 -I- 1.23 .28 -I- -I- .013 -i- .00 .00 1- PIPE 1043.870 1 I 1643.085 .456 I 1 1643.541 1 1.70 3.74 I .22 I 1643.76 .24 I I .49 1.38 I 1.500 I I .000 .00 I 0 .0 -I- .090 -I- .0475 -I- -I- -I- -I- -I- .0061 -I- .00 -I- .69 -I- 1.15 .28 -I- -I- .013 -I- .00 .00 1- PIPE 1043.959 I I 1643.089 .472 I I 1643.561 I 1.70 3.56 I .20 I 1643.76 .22 I I .49 1.39 I 1.500 I I .000 .00 I 0 .0 -I- .021 -I- .0475 -I- -I- -I- -I- -I- .0053 -I- .00 -I- .69 -I- 1.07 .28 -I- -I- .013 -I- .00 .00 1- PIPE I t I a I a I a I # I I I 11 ! i I I I I t I i I I I I I I! a I t I t 1 FILE: P:\126-2023\Drainage\c5.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 1- 5-2005 Time: 5:40:28 SD -LINE C Q100 --LAT C5 NORTH OF ICON JN 126-2023 wli C5.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fa111 ZR (Type Ch **�+.*:**I*r*******I********1*+++++*�*I�+*******I++*****I**,r***+I�*,r•s��*I*****�*I**+**�*�I*+++r***I�****+*I+******I+**,r* I*+**►*� I I I I I t I I i I I I I 1043.980 1643.090 .490 1643.580 1.70 3.39 .16 1643.76 .20 .49 1.41 1.500 .000 .00 0 .0 WALL ENTRANCE I 1043.980 1643.090 .749 1643.839 1.70 .16 .00 1643.84 .00 .08 14.00 5.000 14.000 .00 0 .0 -I- -I- -I- -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- t 1 a 1 a l f I ! 1 # 1 t l t i t l[ I[ l f t t i t t i 1 t i[ t t l t FILE: P:\126-2023\Drainage\c5.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 1- 5-2005 Time: 5:40:24 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L 2R 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 0 5.500 CD 2 4 0 5.500 CD 3 4 0 4.000 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 2 0 .000 7.470 2.000 .00 CD 9 3 0 .000 5.000 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - SD-LINE C HEADING LINE NO 2 IS - Q100--LAT C5 NORTH OF ICON HEADING LINE NO 3 IS - JN 126-2023 wli C5.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1004.890 1641.250 7 1641.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.890 1641.830 7 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1039.980 1642.900 7 .013 22.500 58.798 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1043.980 1643.090 7 .013 2.546 90.018 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1043.980 1643.090 9 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1043.980 1643.090 9 1648.090 ! I !_! t I ! I a I a I t I I I I I I I t I[ l t I t I t I I I[ l t I i l T1 SD -LINE C T2 Q100 --LAT C5 NORTH OF ICON T3 JN 126-2023 wli SO 1004.8901641.250 7 R 1016.8901641.830 7 R 1039.9801642.900 7 R 1043.9801643.090 7 WE 1043.9801643.090 9 SH 1043.9801643.090 9 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 4.000 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 4 0 .000 1.500 CD 8 2 0 .000 7.470 CD 9 3 0 .000 5.000 Q 1.700 .0 C5.wsw 1641.700 .013 .000 .000 0 .013 58.798 .000 0 .013 90.018 .000 0 .500 1648.090 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 14.000 .000 .000 .00 0 e 0 s 8 i e 0 REFERENCES &MAPS for • SAN BERNARDINO COUNTY HYDROLOGY MANUAL T4,F�,�'?�„,� V F L • ,,:F •;�- :� �„ '��:`-. - ;�: �, /gyp%/� .::...-;_:. •tt-q — t1rr m� aour owwNmoN \` '"'"'---A"°'°""" SCALE REDUCED BY 1/2 HYDROLOGIC SOILS GROUP MAP FOR SOUTHWEST -A AREA i for • SAN BERNARDINO COUNTY HYDROLOGY MANUAL T4,F�,�'?�„,� V F L • ,,:F •;�- :� �„ '��:`-. - ;�: �, /gyp%/� .::...-;_:. •tt-q — t1rr m� aour owwNmoN \` '"'"'---A"°'°""" SCALE REDUCED BY 1/2 HYDROLOGIC SOILS GROUP MAP FOR SOUTHWEST -A AREA SECTION R �X AVENUE STORM Di��AIN HYDRAULICS & PLAN a A a 11 t 1 a i t t I t I t I[ I I I[ I[ 1 t I i I 1 1! I a i a 1 FILE: P:\126-2012\Drainage\E.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time: 5:55:48 KNOX AVE SD -LINE E Q100 FROM SUMMIT TO 30+22.29 JN 126-2010 wli E.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTlor I.D.I ZL IPrs/Pip -I- L/Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I (Type Ch 1276.260 I I 1604.240 I 3.703 I 1607.943 I 381.90 22.44 I 7.82 I 1615.77 I .10 I 5.14 5.16 I t 5.500 I .000 .00 I 0 .0 -I- "33.604 -I- .0248 -I- -I- -I- -I- -I- .0202 -I- .68 -I- 3.80 -I- 2.18 -I- 3.46 -I- .013 -I- .00 .00 1- PIPE 1309.864 1 I 1605.073 I 3.746 I 1608.819 I 381.90 22.16 I 7.62 I 1616.44 I .10 I 5.14 5.13 I 5.500 I I .000 .00 I 0 .0 -I- 87.386 -I- .0248 -I- -I- -I- -I- -I- .0188 -I- 1.64 -I- 3.84 -I- 2.13 -I- 3.46 -I- .013 -I- .00 .00 1- PIPE 1397.250 i I 1607.240 I 3.913 I 1611.153 I 381.90 21.13 I 6.93 I 1618.08 I .00 I 5.14 4.98 I I 5.500 I .000 .00 I 0 .0 -I- 5.500 -I- .0200 -I- -I- -I- -I- -I- .0236 -I- .13 -I- 3.91 -I- 1.95 -I- 4.19 -I- .015 -I- .00 .00 1- PIPE 1402.750 I I 1607.350 I 3.906 I 1611.255 I 381.90 21.17 I 6.96 I 1618.21 i .09 I 5.14 4.99 I I 5.500 I .000 .00 I 0 .0 -I- 133.436 -I- .0200 -I- -I- -I- -I- -I- .0169 -I- 2.26 -I- 3.99 -I- 1.96 -I- 3.73 -I- .013 -I- .00 .00 1- PIPE 1536.186 I I 1610.021 I 4.066 I 1614.087 I 381.90 20.28 I 6.38 I 1620.47 I .08 I 5.14 4.83 I I 5.500 I .000 .00 I 0 .0 -I- 81.200 -I- .0200 -I- -I- -I- -I- -I- .0153 -I- 1.24 -I- 4.14 -I- 1.81 -I- 3.73 -I- .013 -I- .00 .00 1- PIPE 1617.386 I I 1611.646 I 4.261 I 1615.907 I 381.90 19.33 I 5.80 I 1621.71 I .07 I 5.14 4.60 I I 5.500 I .000 .00 I 0 .0 -I- 49.654 -I- .0200 -I- -I- -I- -I- -I- .0138 -I- .68 -I- 4.33 -I- 1.64 -I- 3.73 -i- .013 -I- .00 .00 1- PIPE 1667.040 I I 1612.640 I 4.479 I 1617.119 I 381.90 18.43 I 5.28 I 1622.40 I .06 I 5.14 4.28 I I 5.500 I .000 .00 I 0 .0 -I- 25.620 -I- .0199 -I- -I- -I- -I- -I- .0127 -I- .32 -I- 4.54 -I- 1.48 -I- 3.74 -I- .013 -I- .00 .00 I- PIPE 1692.660 I I 1613.150 I 4.666 I 1617.816 I 381.90 17.77 I 4.90 I 1622.72 I .00 I 5.14 3.94 I I 5.500 I .000 .00 I 0 .0 -I- e +JUNCT STR -I- .0890 -I- -I- -I- -I- -I- .0229 -I- .35 -I- 4.72 -I- 1.34 -I- -1- .015 -I- .00 .00 1- PIPE 1708.060 I I 1614.520 I 3.736 I 1618.256 I 296.50 21.01 I 6.85 I 1625.11 I .06 I 4.38 3.38 I I 4.500 I .000 .00 I 0 .0 86.940 .0237 .0219 1.90 3.79 1.81 3.61 .013 .00 .00 PIPE t l a i i I a I a II ! i I t I C I f I [ I[ I 1 I t 1 C I I I E I f l E I FILE: B.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 9 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 4- 2-2003 Time: 2: 7:54 SUMMIT AVENUE STORM DRAIN - MPSD LINE B Sierra Ave to Hawker Crawford Channel Flow @ Q-100 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I -I- (FPS) Head I -I- Grd.El.l Elev -I- I Depth -I- I Width IDia.-FTIor -I- -I- I.D.I -I- ZL -I IPrs/Pip -I- L/Elem ICh -I- Slope I -I- -I- I I I -i- SF Avel -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR (Type Ch I I I I I I I I I 57831.420 I 1594.569 6.738 I 1601.308 I 1917.00 25.86 10.39 1611.69 .00 9.00 I 11.00 9.000 11.000 .00 0 .0 118.578 .0162 .0110 1.31 6.74 1.76 5.95 .013 .00 .00 BOX 57950.000 I 1596.490 7.067 I I 1603.557 -`-T- I 1917.00 24.66 I 9.44 I 1613.00 .00 I 9.00 I 11.00 I 9.000 I I 11.000 .00 I 0 .0 -I- JUNCT STR -I- .0150 -1 -I- -I- -i- .0113 -i- .05 -I- 7.07 -I- 1.63 -I- -I- .013 -I- .00 .00 I- BOX I 57954.000 1596.550 I 6.430 1 I 1602.980 I 1848.00 26.13 I 10.60 I 1613.58 .00 I 9.00 I 11.00 I 9.000 I I 11.000 .00 I 0 .0 -I- 14.262 -I- .0168 -I- -I- -I- -I- -I- .0122 -I- .17 -I- 6.43 -I- 1.82 5.70 -I- -I- .013 -I- .00 .00 1- BOX I 57968.260 I 1596.790 6.459 I I 1603.249 I 1848.00 26.01 I 10.50 I 1613.75 .00 I 9.00 I 11.00 I 9.000 I I 11.000 .00 I 0 .0 -I- 363.406 -I- .0124 -i- -I- -I- -I- -I- .0119 -I- 4.34 -I- 6.46 -I- 1.80 6.40 -I- -I- .013 -I- .00 .00 1- BOX I 58331.660 I 1601.297 6.535 I I 1607.831 I 1848.00 25.71 I 10.26 i 1618.09 .00 I 9.00 I 11.00 I 9.000 I I 11.000 .00 I 0 .0 -I- 463.523 Cw+ -i- .0124.0111 -I- -I- -t- -I- -I- -I- 5.13 -I- 6.53 -I- 1.77 6.40 -I- -I- .013 -t- .00 .00 1- BOX 6g,87-1 1 1,1(e##,4 1 I 1 I 1 1 I I 1 I 58795.190 1607.044 6.854 1613.898 1848.00 24.51 9.33 1623.23 .00 9.00 11.00 9.000 11.000 .00 0 .0 -I- 196.598 -I- .0124 -I- -I- -I- -I- -I- .0098 -I- 1.92 -I- 6.85 -I- 1.65 6.40 -I- -I- .013 -I- .00 .00 I- BOX I 58991.790 I 1609.482 7.188 I I 1616.671 I 1848.00 23.37 I 8.48 I 1625.15 .00 I 9.00 I 11.00 I 9.000 I I 11.000 .00 I 0 .0 -I- 112.223 -I- .0124 -I- -I- -I- -I- -I- .0087 -I- .97 -I- 7.19 -I- 1.54 6.40 -I- -i- .013 -I- .00 .00 1- BOX I 59104.010 1610.874 I 7.539 I I 1618.413 I 1848.00 22.28 I 7.71 I 1626.12 .00 I 9.00 I 11.00 I 9.000 I I 11.000 .00 I 0 .0 -I- 70.258 -I- .0124 -I- -I- -I- -I- -I- .0077 -I- .54 -I- 7.54 -I- 1.43 6.40 -I- -I- .013 -I- .00 .00 1- BOX I 59174.270 I 1611.745 7.907 I I 1619.652 I 1848.00 21.25 I 7.01 I 1626.66 .00 I 9.00 I 11.00 I 9.000 I I 11.000 .00 I 0 .0 -I- 44.754 -I- .0124 -I- -I- -I- -I- -I- .0068 -I- .30 -I- 7.91 -I- 1.33 6.40 -I- -I- .013 -I- .00 .00 1- BOX 06/30/04 H-16 Ul— REV. IAT. 'r AND AW0 L47MU L. K N SF OYIM HEREOF! AND CARRIED FORTH IN A DB.IGENT MANNER. r� MTgsYUKIN6 0. P t It THG CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO cwfBRING THEM INTO CONFORMANCE WITH CONDITIONS AND w STANDARDS IN EFFECT. Vc TIT Al. Wendell Jell. Wendell