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Home My WebLink AboutKnox AveKNOX AVENUE STORM DRAIN LINES E & K DRAINAGE STUDY CITY OF FONTANA May 6, 2005 Refemce 126-2010 W11110 Madole & Associates, Inc. 760-A Rochester Avenue Ontario, CA 91761 (909) 937-9151 Fax 937-9151 ll)e4nldl L. Iwatsuru Ifate R.C.E. 36637 Exp. 6/30/06 a i1w PM oft an op CONTENTS SECTION TITLE A DISCUSSION u Vicinity Map Q Q100HYDROLOGY u "Ell& "K"Systems Q -C8 Q100 CATCH BAS17V HYDROLOGY u Catch Basin & Laterals D STREETFLOWDEP7W & CATCHBAS17VSIZ17VG CALCULATIONS H Q1 00 STORM DRA17V HYDRA ULICS u Line "E" 0 Interim Detention Basin Condition Line"E" u Line 11K" U Interim Detention Basin Condition Line"K" u Laterals u Interim Detention Basin Condition Lateral "E-4" R REFERENCES & A4APS 13 Soils Map (from San Bernardino County Hydrology Manual) • Isohyetal Maps (from San Bernardino County Hydrology Manual) • Street Cross-section Diagram • Excerptsfrom the City of Fontana MPSD • Line E & K Hydrology Map • Catch Basin & Lateral Hydrology Map qR r- '" I DISCUSSION do INTRODUCTION tu the Street Improvements of Knox Avenue. The purpose of this report is to provide a drainage s dy for The proposed project is located midway between Lytle Creek Road and Citrus Avenue northerly from Summit Avenue in the City Fontana, County of San Bernardino, California (See the following Vicinity Map). The project will provide -the infrastructure in Knox Avenue for the future development of "Citrus Heights North7. 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 ultimately into the Summit Avenue too Storm Drain, MPSD Line B. EXISTING COADITIONS 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 northwest by the Utility Corridor, the east side is bound by Citrus Avenue, and open fields through the Edison and Gas Company RAV Corridor borders the west side. 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 Knox Avenue Storm Drain, Line E and K, will provide the primary drainage infrastructure for the Q 100 storm water runoff from an area of nearly 190 acres northerly of Summit Avenue. The facility will provide a main line 66" and 60" R.C.P. with laterals for the adjacent potential development areas. Catch basins and inlets will intercept the street runoff along the ultimate conditions of Knox Avenue. dd This submittal of the design and drainage study assumes portions of the drainage area will be contributory to Knox Avenue. An area east of Knox Avenue and adjacent to and northerly to Summit Avenue will conceptually drain into Summit Avenue. (See Drainage Map). As a separate study and design, a detention basin is proposed on the west side of Knox Avenue at the southeasterly side of the do Public Utility Corridor. op to ON im po iks LLI C-5 s mm��l wNur-- On VICINITY MAP NOT TO SCALE 0 L.j V) Ud pe J:\126-2012\streets\StOl.dwg, 05/18/2004 01:53:20 AM, Wl 60 4W NO qM do 4W 4W dip dW d1W OR do 4W 4W 40 40 METHOD OF STUDY.- HYDROLOGIC STUDYAND HYDRA ULIC CALCULA TIONS 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 Proposed Knox Avenue Storm Drain will provide a drainage system designed for the interception of Q100. The design storm water flows from this system will be conveyed in the ultimate conditions to the downstream Summit Avenue Storm Drain also designed for the Q100. The catch basins and lateral storm drains are designed for the Q 100. 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 future extension of the mainline into the upper Tentative Tracts above node 430.7 should also be designed for the Q100. 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 (Q 100). Interim Condition During an Interim Condition, the Knox Avenue Storm Drain will discharge the major flows into the Park Detention Basin. There may be a short period of time when portions of the I 00 -year street flows are not totally accepted by the upstream catch basins. The sump inlets at the lower end of Knox Avenue just north of Summit Avenue have adequate capacities that will intercept the upstream Peak I 00 -year street flows. The inlet drainage line of Lateral E-7 will discharge the design flows from the Knox Storm Drain adequately. Lateral E-7 is a temporary diversion line that intercepts the flows from Knox Avenue and directs the ston-n water into the basin. The inlet drainage line of Lateral E- I I intercepts the storm flows from Lateral E-4 and the catch basins (E-5 and E-6) contributing to the flow from Lateral E-4. Lateral E-1 I is a temporary drainage line to direct the storm flows into the temporary detention basin. If any storm water is not intercepted near the intersection at the junction of the Knox Avenue Storm Drain and the Lateral E-4, the flows will be 4M 40 40 di 4M 40 4M dw MR do 40 minor and will be intercepted downstream in Knox Avenue north of Summit Avenue. The overall flows intercepted is approximately +/- 390 c.f.s. Lateral E-4. At this location, a possible flow of about +/- 20 c1s. might be missed during the peak interim condition with the flows draining into the Park Detention Basin due to the interim hydraulic grade line elevation being near the elevation of the street inlets when the water surface in the detention basin is at the 1 00 -year elevation. The 20 c1s. is minor (+/-5 % of 390 c.f.s.). During portions of the beginning and after the peak, with the detention basin water surface being lower, all the catch basins will function adequately. Runoff From the Utility Corridor The Utility Corridor is northerly of Knox Avenue and will remain as an Open Area with sheet flow runoff. In order to quantify a value for the runoff, a flow path is assumed for the purose of calculations. Based on the contours for the Utility Corridor, this area will sheet flow, i.e. have a longer concentration time, Tc, than what may be estimated. Therefore, the estimated runoff will be much less than what is shown here. Never the less, since a future street is proposed for crossing the Corridor, the sheet flows will be directed into Knox Avenue where the street and catch basins will intercept the flows. It is estimated that the Utility Corridor will contribute about 21 acres of open field to the catchment area. For the Peak 100 -year storm, the runoff is estimated to be 39 c.f.s. with a Tc of 23.8 minutes. When the flows are released onto Knox Aveune, the catch basins will intercept the Q's with additional travel time (The estimated time used was the minutes of travel for the storm water in the Knox Avenue Storm Drain from node to node). The interception flows at each catch basin was estimated with the excess would flowby to the next inlet. To relate the intercepted flows of c1s to acres, it was taken that the 21 -acres / 39 c.f.s. becomes 0.538 acres / c.f.s. This allows us to relate the additional flows from the open area of the Utility Corridor of c1s. to the acres intercepted in the hydrology calculations (The adjacent street acres are direct acres). I SECTIO Q100 HYDROLOGY "E & K" SYSTEMS �c .. F, r"I W-1 �A W�v IF A f", I I I r I u, I I I r , I V I I I I I r I -------------------------------------------------------------------------------------------------------------- DESCRIPTION OF STUDY: KNOX LINES E & K IN THE CITY -OF FONTAN I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWS/AREAS FRqt_��.CRRfkl C>cp I f4TC) JN 126-2012 wli KXR.dat ---------------------------------------- [SAN BERNARDINO COUNTY] ----------------------------------------- FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 1 OF ----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE) ------------------------------ I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I------------- I ------- I ------ I ------ I --------------- I------------- I ------- I ------ I ------ I --------------- I I I 1 1 9501.03261 IINITIAL SUBAREAl I 1 430.021 9.81 9.81 A 10pen Brushl 16.213.4510.6710.6721 24.51 ---- I ----- I ---- I --------------- I I I ------------- I ------- I ------ ------ 110701.02521 2.5lQest.= 35.6 1 1 1 5.Oft-GUTTERI I I I I I XFALL= 0.002001 1 1 1 FLOW TO PTAI I 1 1 7.61 1 1 1 In=.0200 D= 0.231 1 1 1 430.031 11.91 21.701 A 10pen Brushl 23.712.7410.6710.6721 40.41 ---- I ----- I ---- I --------------- I I 1 1 430.031 2.81 24.501 A 16D/ACI ---- 1 23.712.7410.4910.6511 46.01 ---- I ----- I ---- I ADD SUBAREA I I I I ------------- I ------- I ------ I ------ 111001.0197112.BlQpipe= 46.031 1 I I I I I I I In=.0130 D= 1.721 1 1 430.301 1 1 1 1.41 1 1 1 1 30.0" -PIPE I I 1 430.301 13.11 37.601 A 16D/ACI ---- 1 25.212.6410.4910.5941 69.41 ---- I ----- I ---- I ADD SUBAREA I I I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I 1 430.301 1 37.61 1 1 ---- 1 25.212.641 1 1 69.41 ---- I ----- I ---- IFOR CONFLUENCE I I I------------- I ------- I ------ I___I ------ I ---- I ----- I ---- I --------------- I I I I I I 1 1 5501.03091 .. IINITIAL SUBAREAl I 1 430.201 3.11 3.11 A 16D/ACI ---- 1 9.714.6810.4910.4881 11.71 ---- I ----- I ---- I --------------- I I I ------------- I ------- I ------ I___I I ------ 111001.02341 9.OlQpipe= 11.691 1 1 1 1 1 1 1 1 1 1 In=.0130 D= 0.811 1 1 430.301 1 1 1 1.91 1 1 1 1 1 1 1 1 24.0" -PIPE 1 430.301 10.41 13.501 A 16D/ACI ---- 1 11.614.2110.4910.4881 45.21 ---- I ----- I ---- I ADD SUBAREA I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I --------------- I CONFLUENCE I PEAK FLOW RATE 101.5 (cfs) I ANALYSIS TIME OF CONCENTRATION(MIN.) = 11.6 LARGEST FOR POINT# MEAN VALUES: Fp 0.827 (in/hr); Ap = 0.662; Fm = 0.547 (in/hr) CONFLUENCE 430.301 EFFECTIVE AREA 30.84 (Acres); TOTAL AREA = 51.10 (Acres)l Q= 101.51 1 1 Q(cfs) TC(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I 1 101.55 11.61 0.827 0.66 0.547 4.21 30.836 430.11 1 1 1 95.55 25.18 0.794 0.71 0.566 2.64 51.100 430.01 1 1 ------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I 430.301 1.11 31.941 A I Com I ---- 1 11.614.2110.1010.5321 105.61 ---- I ----- I ---- I ADD SUBAREA I I ------------- ------- ------ ------ I 3501.0266117.IlQpipe= 105.621 1 1 1 1 In=.0130 D= 2.451 1 430.401 1 1 1 0.31 1 1 1 1 1 1 1 1 36.0" -PIPE I I 430.401 4.01 35.941 A 19D/ACI ---- 1 12.014.1310.3910.5161 117.01 ---- I ----- I ---- I ADD SUBAREA I I -------------------------------------------------------------------------------------------------------- I I I * * I -------------------------------------------------------------------------------------------------------------- I I it I ir 11 tI ff,I ff-I slal tIII ----------- DESCRIPTION OF STUDY: KNOX LINES E & K IN THE CITY OF FONTANA ------------------------------------------------------------- I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWSAREAS FROM THE UTIL C JN 126-2012 w1i KXR.dat ---------------------------------------- (SAN BERNARDINO COUNTY) ----------------------------------------- I FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 2 OF ----------------------------- f(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I------------- I ------- I ------ ------ I ---- I ----- I ---- I --------------- I I ------------- I ------- I ------ ------ I 6501.0092112.11Qpipe= 117.011 1 1 1 1 1 1 In=.0130 D= 2.891 1 430.501 1 1 1 0.91 1 1 1 1 1 1 1 1 48.0" -PIPE I 1 430.501 4.21 40.141 A 19D/ACI ---- 1 12.813.9610.3910.5031 124.81 ---- I ----- I ---- I ADD SUBAREA I I ------------- I ------- I ------ I ------ I 9501.0284118.6lQpipe= 124.811 1 1 1 1 1 1 1 In=.0130 D= 2.461 1 430.601 1 1 1 0.91 1 1 1 1 1 1 1 1 39.0l' -PIPE I 1 430.601 6.91 47.041 A 19D/ACI ---- 1 13.713.8110.3910.4861 140.61 ---- I ----- I ---- I ADD SUBAREA I 1 430.601 26.71 73.741 A 16D/ACI ---- 1 13.713.8110.4910.4871 220.41 ---- I ----- I ---- I ADD SUBAREA I I --------------- I ------- I ------ I ---I ------ I 4001.0148116.7lQpipe= 220.421 1 1 1 1 1 1 1 In=.0130 D= 3.491 1 430.701 1 1 1 0.41 1 1 1 1 1 1 1 1 54.0" -PIPE I 1 430.701 1.01 74.741 A I Com I ---- 1 14.113.7410.1010.4821 220.41 ---- I ----- I ---- I ADD SUBAREA__[ ------------- I ------- I ------ 1-1 ----- I ---- I ----- I ---- I ---- I ----- 1::==-I ---- I ----- I ---- I ------------- 430.701 MAIN -STREAM COPIED ONTO MEMORY BANK # 1 ------------- ------- ------ ------ --------------- ------------- ------- ------ ------ --------------- 1 430.701 MAIN -STREAM MEMORY CLEARED ------------- ------- ------ ------ --------------- ------------- ------- ------ ------ --------------- 1 9001.01341 IINITIAL SUBAREAl 1 430.611 1.71 1.71 A I Com I ---- 1 10.914.3610.1010.0981 6.51 ---- I ----- I ---- I --------------- I ------------- ------- ------ ------ I 1151.0661111.4lQpipe= 6.521 1 1 1 In=.0130 D= 0.401 1 430.651 1 1 1 0.21 1 1 1 1 1 1 1 1 36.0" -PIPE 1 430.651 2.11 3.801 A I Com I ---- 1 11.114.3210.1010.0981 14.41 ---- I ----- I ---- I ADD SUBAREA ------------- ------- ------ ------ 1 6501.02221 9.BlQpipe= 14.441 1 1 1 In=.0130 D= 0.781 1 430.221 1 1 1 1.11 1 1 1 1 1 1 1 1 36.0" -PIPE 1 430.221 0.61 4.401 A I Com I ---- 1 12.214.0810.1010.0981 15.81 ---- I ----- I ---- I ADD SUBAREA 1 430.221 0.81 5.201 A I Com I ---- 1 12.214.0810.1010.0981 18.61 ---- I ----- I ---- I ADD SUBAREA ------------- ------- ------ ------ I 2791.0341112.3lQpipe= 18.651 1 1 1 In=.0130 D= 0.801 430.231 1 1 0.41 1 1 1 1 1 1 1 1 36.011 -PIPE 430.231 0.21 5.401 A I Com I ---- 1 12-614.0110.1010-0981 19.01 ---- I ----- I ---- I ADD SUBAREA -------------------------------------------------------------------------------------------------------- Ji E 'ONE; 1/112 -------------------------------------------------------------------------------------------------------------- a I Zi it I AW ul 9, 1 &J'A &,A IV a 9, 1 9 *1 f I f, I I I I I V I f I r I r I -------------------------------------------------------------------------------------------------------------- DESCRIPTION OF STUDY: KNOX LINES E & K IN THE CITY OF FONTANA I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWS/AREAS FROM THE UTIL C JN 126-2012 wli KXR.dat ---------------------------------------- [SAN BERNARDINO COUNTY] ----------------------------------------- FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 3 OF ----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ ICONCENTRATIONI AREA (ACRES) ISCILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(CfS) l(ft)lft/ftlFPS.1 AND NOTES I ------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 430.231 0.31 5.701 A I Com I ---- 1 12.614.0110.1010.0981 20.11 ---- I ----- I ---- I ADD SUBAREA I ------------- I ------- I ------ I ------ I 901.0311112.2lQpipe= 20.061 1 1 1 1 1 1 ln=.0130 D= 0.851 430.701 1 1 1 0.11 1 1 36.0" -PIPE ------------- I ------- I ------ I --- I ----- I ---- I ------ --------------- 430.701 MEMORY BANK # 1 CONFLUENCED WITH MAIN -STREAM I Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE 1 233.37 12.71 0.900 0.50 0.452 3.98 73.033 430.61 It I F I ff"'ll 239.23 14.10 0.900 0.50 0.454 3.74 80.436 430.11 1 1 182.34 27.75 0.859 0.56 0.482 2.49 100.700 430.01 1 1 TOTAL AREA= 100.700 1 1 1 ------------- ------- ------ ------ I --------------- I I ------------- ------- ------ ------ I 3401.0268121.9lQpipe= 239.23�-� 1 1 1 ln=.0130 D= 2.721 1 430.871 1 1 0.31 1 1 1 1 1 1 1 1 60.0" -PIPE I I 430.871 1.11 81.541 A I Com I ---- 1 14.413.7010.1010.4501 239.21 ---- I ----- I ---- I ADD SUBAREA I I ------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I 430.871 1 81.51 1 1 ---- 1 14.413.701 1 1 239.21 ---- ---- IFOR CONFLUENCE I I -------------- I ------- I ------ I ------ I I --------------- I I IINITIAL SUBAREAl I 430.871 6.91 6.91 A 10pen Brushl 24.212.7110.6710.6721 12.71 ---- I ----- I ---- I(SPECIFIED Tc) I I ------------- ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ --------------- I I T, CONFLUENCE PEAK FLOW RATE = _�50.5 (cfs) 9 1 ANALYSIS TIME OF CONCENTRATION(MIN.) = 11 4 LARGEST FOR POINT# MEAN VALUES: Fp 0.879 (in/hr); Ap = 0.523; Fm = 0.460 (in/hr) CONFLUENCE 430.871 EFFECTIVE AREA 85.67 (Acres); TOTAL AREA = 108.75 (Acres)l Q= 250.51 1 1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I 1 244.33 12.97 0.880 0.52 0.457 3.94 77.863 430.61 1 1 1 250.50 14.36 0.879 0.52 0.460 3.70 85.667 430.11 1 1 1 211.86 24.16 0.847 0.57 0.484 2.71 103.013 430.91 1 1 1 194.58 28.03 0.839 0.59 0.491 2.48 108.750 430.01 1 1 ------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I ------------- ------- ------ ------ I 2411.0261121.9lQpipe= 250.501 1 1 1 1 ln=.0130 D= 2.821 1 432.001 1 1 1 0.21 1 1 1 1 1 1 1 1 60.0" -PIPE -------------------------------------------------------------------------------------------------------- ---------------------------------- / f u, I W: I a a 5, a a: I I 1 9 1 9 1 1 1 1 1 t I f 1 9 1 t I I -------------------------------------------------------------------------------------------------------------- I DESCRIPTION OF STUDY: I KNOX LINES E & K IN THE CITY OF FONTANA I QlOO-YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWS/AREAS FROM THE UTIL C JN 126-2012 wli KXR.dat ---------------------------------------- [SAN BERNARDINO COUNTY] ----------------------------------------- I FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 4 OF ----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 1 432.001 4.21 89.871 A 10pen Brushl 14.513.6710.6710.4701 259.21 ---- I ----- I ---- I ADD SUBAREA I I ------------- I ------- I ------ I I 381.0237121.3lQpipe= 259.151 1 1 1 1 1 1 1 In=.0130 D= 2.981 1 432.001 1 1 1 0.01 1 1 1 1 1 1 1 1 60.0" -PIPE I 1 432.001 0.71 90.571 A I Com I ---- 1 14.613.6710.1010.4671 261.01 ---- I ----- I ---- I ADD SUBAREA I I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 1 432.001 1 90.61 1 1 ---- 1 14.613.671 1 1 261.01 ---- I ----- I ---- IFOR CONFLUENCE I I------------- I ------- I ------ I ------ I ---- I ----- I ---- I --------------- I I I I I I .. I ... I .. IINITIAL SUBAREAl 1 432.001 2.81 2.81 A 10pen Brushl 24.312.7010.6710.6721 5.01 ---- I ----- I ---- I(SPECIFIED Tc) I ------------- ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ --------------- CONFLUENCE PEAK FLOW RATE = 265.5 (cfs) ANALYSIS TIME OF CONCENTRATION(MIN.) = 14.6 LARGEST FOR POINT# MEAN VALUES: Fp 0.856 (in/hr); Ap = 0.550; Fm = 0.471 (in/hr) CONFLUENCE I 432.001 EFFECTIVE AREA 92.21 (Acres); TOTAL AREA = 116.40 (Acres)l Q= 265.51 1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) l(in/hr) Ae(Acres) NODE I 1 260.04 13.18 0.854 0.55 0.469 3.90 84.252 430.61 1 265.48 14.57 0.856 0.55 0.471 3.67 92.214 430.11 1 219.46 24.34 0.829 0.60 0.493 2.70 110.589 432.01 1 219.25 24.38 0.829 0.60 0.494 2.69 110.663 430.91 1 206.13 28.26 0.822 0.61 0.499 2.47 116.400 430.01 ------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- 432.001 0.21 92.411 A I Com I ---- 1 14.613.6710.1010.4701 266.11 ---- I ----- I ---- I ADD SUBAREA ------------- I ------- I ------ I___I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- 432.001 1 92.41 1 1 ---- 1 14.613.671 1 1 266.11 ---- I ----- I ---- IFOR CONFLUENCE I I ------------- I ------- I ------ I ------ I I I --------------- I I I I I I I IINITIAL SUBAREAl I 432.001 3.21 3.21 A 10pen Brushl 24.312.7010.6710.6721 5.81 ---- I ----- I ---- I(SPECIFIED Tc) I I -------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- 0 w t, I I I Ul U-1 U'l ff- -2 V , .12 t: I It", I It 1 9 1 r I f I I I f - I t 11 t I I I I 1 9 * I I 1 9 1 -------------------------------------------------------------------------------------------------------------- DESCRIPTION OF STUDY: KNOX LINES E & K IN THE CITY OF FONTANA I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWS/AREAS FROM THE UTIL C I JN 126-2012 wli KXR.dat ---------------------------------------- [SAN BERNARDINO COUNTY] ----------------------------------------- FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 5 OF ----------------------------- t(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ 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 NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 II ------------- I ------- I ------ I___I MIN.1 (in/hr) l(Avg)I(CfS) I(ft)Ift/ftIFPS.I AND NOTES I ------ I --------------- I I I II ------------- I ------- I ------ I --- I ------ I --------------- I I I CONFLUENCE I PEAK FLOW RATE 271.3 (cfs) I I I I I ANALYSIS I TIME OF CONCENTRATION(MIN.) = 14.6 LARGEST I FOR POINT# I MEAN VALUES: Fp 0.849 (in/hr); Ap = 0.558; Fm = 0.474 (in/hr) CONFLUENCE 1 432.001 EFFECTIVE AREA 94.32 (Acres); TOTAL AREA = 119.78 (Acres)l Q= 271.31 1 1 1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I 265.72 13.18 0.848 0.56 0.472 3.90 86.174 430.61 1 1 271.26 14.57 0.849 0.56 0.474 3.67 94.318 430.11 1 1 225.66 24.34 0.822 0.61 0.498 2.70 113.969 432.01 1 1 225.66 24.34 0.822 0.61 0.498 2.70 113.969 432.01 1 1 225.51 24.38 0.822 0.61 0.498 2.69 114.043 430.91 1 1 211.69 28.26 0.816 0.62 0.503 2.47 119.780 430.01 1 1 1 ------------- ------- I ------ I___I ----- I ---- I 1 432.001 1.61 95.921 A 16D/ACI ---- 1 ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 14.613.6710.4910.4741 275.81 ---- I ----- I ---- I ADD SUBAREA I I I I ------------- I ------- I ------ I --- I ----- I 1-7=TTt-I 3261.0230121.3lQpipe= 275.851 1 1 1 1 1 1 1 1 1 1 In=.0130 D= 3.131 1 1 1 432.211 1 1 1 0.31 1 1 1 1 1 1 1 1 60.0" -PIPE I I 1 432.211 3.61 99.521 A 16D/ACI ---- 1 14.613.6310.4910.4751 282.81 ---- I ----- I ---- I ADD SUBAREA I I I ------- ------- I ------ I I ----- I ---- I ---- I ----- I ------ I 1471.0245122.OlQpipe= 282.761 1 1 1 1 1 1 1 1 1 1 1 1 In=.0130 D= 3.121 1 1 432.171 1 1 0.11 1 1 1 1 1 1 1 1 60.0" -PIPE I I 1 432.171 0.51100.021 A I Com I ---- 1 14.913.6210.1010.4731 262.91 ---- I ----- I ---- I ADD SUBAREA I I ------------- I ------- I ------ I --- I ----- I ---- I 432.171 1 100.01 1 1 ---- 1 ------- ------ I --- I ----- ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 14.913.621 1 1 282.91 ---- I ----- I ---- IFOR CONFLUENCE 1 ----- ---- ---- ----- 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 .. IINITIAL SUBAREAl I 1 1 432.171 3.01 3.01 A 10pen Brushl 24.712.6710.6710.6721 5.41 ---- I ----- I ---- I(SPECIFIED Tc) I I -------------------------------------------------------------------------------------------------------- -------------------- ----------------------------------------------------------------------------------------- I t I I f I I I f I It I f I I I -------------------------------------------------------------------------------------------------------------- DESCRIPTION OF STUDY: KNOX LINES E & K IN THE CITY OF FONTANA I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWS/AREAS FROM THE UTIL C JN 126-2012 wli KXR.dat ---------------------------------------- [SAN BERNARDINO COUNTY] ----------------------------------------- FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 6 OF ----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I ICONCENTRATION1 AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPE1 V I HYDRAULICS I I I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I ------------- I ------- I ------ I___l ------ --------------- I I ------------- I ------- I ------ I --- I ------ --------------- I I CONFLUENCE I PEAK FLOW RATE 287.7 (cfs) I I ANALYSIS I TIME OF CONCENTRATION(MIN.) = 14.9 LARGEST FOR POINT# I MEAN VALUES: Fp 0.849 (in/hr); Ap = 0.561; Fm = 0.477 (in/hr) CONFLUENCE 432.171 EFFECTIVE AREA 101-84 (Acres); TOTAL AREA = 128.49 (Acres)l Q= 287.71 1 1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I 1 282.81 13.55 0.849 0.56 0.474 3.83 93.524 430.61 1 1 1 287.70 14.94 0.849 0.56 0.477 3.62 101.838 430.11 1 1 1 239.95 24.71 0.821 0.61 0.500 2.67 122.655 432.21 1 1 1 239.89 24.72 0.821 0.61 0.500 2.67 122.679 432.01 1 1 1 239.89 24.72 0.821 0.61 0.500 2.67 122.679 432.01 1 1 1 239.72 24.76 0.821 0.61 0.500 2.67 122.753 430.91 1 1 1 224.56 28.64 0.816 0.62 0.505 2.45 128.490 430.01 1 1 ------------- I ------- I ------ I___I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I 1 1 432.171 0.51102.341 A I Com I ---- 1 14.913.6210.1010.4751 289.31 ---- I ----- I ---- I ADD SUBAREA I I I------------- I ------- I ------ 1-1 ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I 1 432.171 1 102.31 1 1 ---- 1 14.913.621 1 1 289.31 ---- I ----- I ---- IFOR CONFLUENCE I I I------------- I ------- I ------ I___I ------ I ---- I ----- I ---- I --------------- I I I I I I I I .. I ... I .. IINITIAL SUBAREAl I 1 432.171 4.51 4.51 A 10pen Brushl 24.712.6710.6710.6721 8.11 ---- I ----- I ---- I(SPECIFIED Tc) I I ------------- ------- I ------ I___l ----- I ---- I ----- I ---- I ---- I ----- I ------ --------------- CONFLUENCE PEAK FLOW RATE = 296.5 (cfs) ANALYSIS TIME OF CONCENTRATION(MIN.) = 14.9 LARGEST FOR POINT# MEAN VALUES: Fp 0.841 (in/hr); Ap = 0.570; Fm = 0.480 (in/hr) CONFLUENCE 432.171 EFFECTIVE AREA 105.07 (Acres); TOTAL AREA = 133.51 (Acres)l Q= 296.51 1 1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I 1 291.54 13.55 0.841 0.57 0.477 3.83 96.503 430.61 1 1 1 296.52 14.94 0.841 0.57 0.480 3.62 105.071 430.11 1 1 1 249.23 24.71 0.813 0-.62 0.504 2.67 127.675 432.21 1 1 1 249.23 24.71 0.813 0.62 0.504 2.67 127.675 432.21 1 1 1 249.19 24.72 0.813 0.62 0.504 2.67 127.699 432.01 1 1 1 249.19 24.72 0.813 0.62 0.504 2.67 127.699 432.01 1 1 1 249.01 24.76 0.813 0.62 0.505 2.67 127.773 430.91 1 1 1 232.83 28.64 0.808 0.63 0.509 2.45 133.510 430.01 1 1 ------------- I ------- I ------ I___l ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- -------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- F, �o P, �5 U-1 Vl WA 11A 11-A It"s I 1 9,1 ----------------------------------------------- I DESCRIPTION OF STUDY: f I f, I t I I I It I t I t 1 9 1 ------------------------------------------------------------ I KNOX LINES E & K IN THE CITY OF FONTANA I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWSAREAS FROM THE UTIL C I JN 126-2012 wli KXR.dat ---------------------------------------- (SAN BERNARDINO COUNTY) ----------------------------------------- I FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 7 OF ----------------------------- [(c) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ ICONCENTRATION1 AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)l(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I------------- I ------- I ------ I ------ I ---- I ----- I ---- I --------------- I I ------------- I ------- I ------ I I ----- I ------ I 981.0214121.OlQpipe= 296.521 1 1 1 1 1 1 1 1 1 In=.0130 D= 3.381 1 433.001 1 1 1 0.11 1 1 1 1 1 1 1 60.0" -PIPE I I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ --------------- 1 433.001 MAIN -STREAM COPIED ONTO MEMORY BANK # 2 1 ------------- ------- ------ ------ --------------- ------------- ------- ------ ------ --------------- 1 9501.01791 IINITIAL SUBAREAl 431.321 6.71 6.71 A lopen Brushl 18.213.2110.6710.6721 15.31 ---- I ----- I ---- I --------------- I ------------- I ------- I ------ I --- I ----- I I ----- I ---- I ---- I ----- I ------ 1 9501.01371 1.71Qest.= 21.6 1 1 5.Oft-GUTTERI I I I I I I I I I I I XFALL= 0.002001 1 FLOW TO PTAI I 1 1 9.51 1 1 1 1 1 1 1 In=.0200 D= 0.221 1 431.331 7.61 14.301 A lopen Brushl 27.812.4910.6710.6721 23.41 ---- I ----- I ---- I --------------- I I ------------- I ------- I ------ I___I I ------ 1 4201.01361 9.4lQpipe= 23.441 1 1 1 1 1 1 1 1 In=.0130 D= 1.151 1 432.151 1 1 1 0.71 1 1 1 1 1 1 1 1 36.0" -PIPE 1 432.151 5.21 19.501 A 16D/ACI----1 28.512.4510.4910.6231 32.11 ---- I ----- I ---- I ADD SUBAREA I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- 1 432.151 1 19.51 1 1 ---- 1 28.512.451 1 1 32.11 ---- I ----- I ---- IFOR CONFLUENCE I I------------- I ------- I ------ I___I ------ I ---- I ----- I ---- I --------------- I I I I I 1 1 7001.02291 .. IINITIAL SUBAREAl 1 432.111 5.01 5.01 A Ill+DuI ---- 1 9.514.7510.2010.1951 20.51 ---- I ----- I ---- I --------------- I I ------------- I ------- I ------ I I ------ 1 6001.01531 9.5lQpipe= 20.501 1 1 1 1 1 1 1 1 In=.0130 D= 1.291 1 432.121 1 1 1 1.01 1 1 1 1 1 24.0" -PIPE I 1 432.121 8.11 13.101 A Ill+DuI ---- 1 10.514.4610.2010.1951 50.31 ---- I ----- I ---- I ADD SUBAREA I I ------------- I ------- I ------ I ------ 1 9651.00851 9.6lQpipe= 50.291 1 1 1 1 1 1 1 In=.0130 D= 1.731 1 432.141 1 1 1 1.71 1 1 1 1 1 1 1 .1 48.0" -PIPE I 1 432.141 4.01 17.101 A 16D/ACI ---- 1 12.214.0810.4910.2631 58.81 ---- I ----- I ---- I ADD SUBAREA I I ------------- I ------- I ------ I ------ I 1001.0160112.7lQpipe= 58.791 1 1 1 1 1 1 1 ln=.0130 D= 1.591 1 432.151 1 1 1 0.11 1 1 1 1 1 1 48.0" -PIPE -------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- it 1 9-1 11 1 I[A_T� c- 4 f 'I Ir. 1 11, a *,� 1 11:2 111[] fl V I I 1 9- 1 9 1 t I I I I I I I a I It I It a -------------------------------------------------------------------------------------------------------------- DESCRIPTION OF STUDY: KNOX LINES E & K IN THE CITY OF FONTANA I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWS/AREAS FROM THE UTIL C JN 126-2012 wli KXR.dat ---------------------------------------- [SAN BERNARDINO COUNTY] ----------------------------------------- FILE NAME:KXR.DAT *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC Il LOSSES) PAGE NUMBER 8 OF ----------------------------- [(C) 1983-2004 ADVANCED ENGINEERING SOFTWARE] ------------------------------ 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 NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(cfs) I(ft)Ift/ftIFPS.I AND NOTES I I II ------------- I ------- I ------ I ------ I --------------- I I II ------------- I ------- I ------ I ------ I --------------- I I I I CONFLUENCE I PEAK FLOW RATE 84.9 (cfs) I I I I ANALYSIS I TIME OF CONCENTRATION(MIN.) = 12.3 LARGEST I FOR POINT# I MEAN VALUES: Fp 0.818 (in/hr); Ap = 0.467; Fm = 0.382 (in/hr) CONFLUENCE 1 432.151 EFFECTIVE AREA 25.53 (Acres); TOTAL AREA = 36.60 (Acres)l Q= 84.91 1 1 1 Q(cfs) Tc(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE I I I 84.86 12.33 0.818 0.47 0.382 4.06 25.534 432.11 1 1 66.08 28.50 0.774 0.59 0.455 2.45 36.600 431.31 1 1 1 ------------- ------- ------ ------ --------------- -------- ------- ------ I ------ I 8501.0208115.4lQpipe= 84.861 1 1 1 1 1 ln=.0130 D= 1.811 1 1 433.001 1 1 1 0.91 1 1 1 1 1 48.0" -PIPE I I 1 433.001 3.31 28.831 A 16D/ACI ---- 1 13.313.8910.4910.3941 90.61 ---- I ----- I ---- I ADD SUBAREA I I I------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ==-I ---- I ----- I ---- I --------------- I I 433.001 MEMORY BANK # 2 CONFLUENCED WITH MAIN -STREAM I Q(cfs) TC(min) Fp(avg) Ap(avg) Fm(avg) I(in/hr) Ae(Acres) NODE 1 379.59 13.25 0.840 0.55 0.458 3.89 122.681 432.11 1 381.67 13.63 0.840 0.55 0.458 3.82 125.593 430.61 1 384.87 15.02 0.839 0.55 0.462 3.60 135.110 430.11 1 325.13 24.79 0.811 0.60 0.490 2.67 164.373 432.21 1 325.13 24.79 0.811 0.60 0.490 2.67 164.373 432.21 1 325.07 24.80 0.811 0.60 0.490 2.67 164.405 432.01 1 325.07 24.80 0.811 0.60 0.490 2.67 164.405 432.01 1 324.84 24.84 0.811 0.60 0.490 2.66 164.508 430.91 1 303.72 28.73 0.804 0.62 0.497 2.44 172.890 430.01 1 298.15 29.49 0.804 0.62 0.497 2.40 173.410 431.31 1 TOTAL AREA= 173.410 1 ------------- ------- ------ ------ I --------------- ------------- ------- ------ I ------ I 5491.0222122.8lQpipe= 384.871 1 1 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 3.681 1 1 1 434.001 1 1 1 0.41 1 1 1 1 1 1 1 1 66.0" -PIPE 434.001 8.61143.711 A 111+Dul ---- 1 15.413.5510.2010.4461 401.11 ---- I ----- I ---- I ADD SUBAREA ------------- ------- ------ I___l ----- I I ----- I ---- I ---- I ----- I ------ I 701.0214122.6lQpipe= 401.101 1 1 1 1 1 1 1 1 1 1 ln=.0130 D= 3.851 1 1 1 434.001 1 1 0.11 1 1 1 1 1 1 1 1 66.0l' -PIPE -------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- LA-T F, 6+_ t� -3 r I o' I a" i a I a a a I U I t , I f - I f, 1 9 1 1 1 f I t I f I t I I I If I a i -------------------------------------------------------------------------------------------------------------- I DESCRIPTION OF STUDY: I KNOX LINES E & K IN THE CITY OF FONTANA I Q100 -YEAR HYDROLOGY STUDY (RE -DISTRIBUTE THE FLOWSAREAS FROM THE UTIL C I JN 126-2012 wli KXR.dat ---------------------------------------- [SAN BERNARDINO COUNTY1 ----------------------------------------- I I FILE NAME:KXR.DAT *ENGLISH UNITS* I CALCULATED BY: TIME/DATE OF STUDY: 6:40 5/ 6/2005 1 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) I PAGE NUMBER 9 OF ----------------------------- [(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 I HYDRAULICS I I I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I I I ------------- I ------- I ------ I___I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I 1 1 434.001 0.81144.511 A I Com I ---- 1 15.513.5410.1010.4451 402.71 ---- I ----- I ---- I ADD SUBAREA I I 1 1 434.001 0.81145.311 A I Com I ---- 1 15.513.5410.1010.4431 405.11 ---- I ----- I ---- I ADD SUBAREA 1 11-1 ------------- ------- ------ i i i i i 1 1 9501.03051 .. IINITIAL SUBAREAl I 1 430.521 9.61 9.61 A 10pen Brushl 16.413.4210.6710.6721 23.81 ---- I ----- I ---- I --------------- I I I ------------- I ------- I ------ I___I ----- I I ----- I ---- I ---- I ----- I ------ 111001.02861 2.5lQest.= 34.4 1 1 1 5.Oft-GUTTERI I I I I I I I I I I I XFALL= 0.002001 1 1 FLOW TO PTAI I 1 1 7.41 1 1 1 1 1 1 1 In=.0200 D= 0.221 1 1 430.231 11.41 21.001 A lopen Brushl 23.812.7410.6710.6721 39.01 ---- I ----- I ---- I --------------- I I I-------------- I ------- I ------ I --- I ----- I ---- I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 1 430.231 1 21.01 1 1 ---- 1 23.81 1 1 1 39.01 ---- 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 = 21.00 Acres TOTAL AREA = 21.00 Acres PEAK FLOW RATE = 39.00 cfs joe i I TIME OF CONCENTRATION(MIN.)= 23.78 MEAN VALUES: Fp 0.672 (in7hr); Ap I.UUU; Fm 0.672 7,n/h.,)l I ------------- ------- ------ ------ --------------- -------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- FLO 0 FRO IA UT I U TY 6opR)Dbk> 04-A T 1) - K tqp * AWE W im PM No PM ow 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: DESCRIPTION OF STUDY KNOX LINES E & K IN THE CITY OF FONTANA Q100 -YEAR HYDROLOGY STUDY (BE -DISTRIBUTE THE FLOWS/AREAS FROM THE UTIL C JN 126-2012 wli KXR.dat 7 bw FILE NAME: KXR.DAT TIME/DATE OF STUDY: 06:24 05/06/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) 100-00 24.00 SPECIFIED MINIMUM PIPE SIZE(INCH) ION SLOPE 0.95 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICT *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* P0 0.6000 SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5700 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR of NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 40 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 im 2 20.0 10.0 0.020/0.020/0.020 0.50 1.50 0.0313 0.125 0.0150 4P GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET ia as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) a *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 430.01 TO NODE 430.02 IS CODE = 21 ---------------------------------------------------------------------------- OR >>>>>RATIONAL METHOD INITIAL SUBAREA ANA -LYSIS<<<<< PM bw 0 >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIA.L SUBAREA<< Alm INITIAL SUBAREA FLOW-LENGTH(FEET) 950.00 STREAM(FEET) 1748.00 ELEVATION DATA: UPSTREAM(FEET) = 1779.00 DOWN No Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20 am SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 16.163 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.449 MP SUBAREA Tc AND LOSS RATE DATA(AMC II): SCS Tc DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap (MIN.) LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL POOR COVER A 9.80 0.67 1.00 62 16.16 "OPEN BRUSH" SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) 24.49 PEAK FLOW RATE(CFS) 24.49 TOTAL AREA(ACRES) 9.80 FLOW PROCESS FROM NODE 430.02 TO NODE 430.03 IS CODE = 91 --------------------------------------------------------- ---------- >>>>>COMPUTE 'IV" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< . ow UPSTREAM NODE ELEVATION(FEET) 1748.00 lom DOWNSTREAM NODE ELEVATION(FEET) 1721.00 %w CHANNEL LENGTH THRU SUBAREA(FEET) = 1070.00 0.050 'IV" GUTTER WIDTH(FEET) = 5.00 GUTTER HIKE(FEET) 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) = 2.738 SUBAREA LOSS RATE DATA(AMC II): Ap SCS DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL POOR COVER 11.90 0.67 1.00 62 "OPEN BRUSH" A io 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) = 35.59 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.35 to AVERAGE FLOW DEPTH(FEET) 0.23 FLOOD WIDTH(FEET) = 172.99 'IV" GUTTER FLOW TRAVEL TIME(MIN.) 7.58 Tc(MIN.) = 23.74 SUBAREA AREA(ACRES) 11.90 SUBAREA RUNOFF(CFS) 22.13 EFFECTIVE AREA(ACRES) 21.70 AREA -AVERAGED Fm(INCH/HR) 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 40.35 TOTAL AREA(ACRES) = 21.70 PEAK FLOW RATE(CFS) = im END OF SUBAREA 'IV" GUTTER HYDRAULICS: DEPTH(FEET) = 0.24 FLOOD WIDTH(FEET) = 180.33 0.58 OR FLOW VELOCITY(FEET/SEC.) 2.46 DEPTH*VELOCITY(FT*FT/SEC) LONGEST FLOWPATH FROM NODE 430 01 TO NODE 430.03 = 2020.00 FEET. FLOW PROCESS FROM NODE 430.03 TO NODE 430.03 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< on ii am 117 4w MAINLINE Tc(MIN) = 23.74 IN * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.738 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 2.80 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) = 2.80 SUBAREA RUNOFF(CFS) = 5.67 EFFECTIVE AREA(ACRES) = 24.50 AREA -AVERAGED Fm(INCH/HR) = 0.65 AREA -AVERAGED Fp(INCH/HR) = 0.69 AREA -AVERAGED Ap = 0.94 TOTAL AREA(ACRES) = 24.50 PEAK FLOW RATE(CFS) = 46.03 own um FLOW PROCESS FROM NODE 430.03 TO NODE 430.30 IS CODE 31 ---------------------------------------------------------------------------- am >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< om ELEVATION DATA: UPSTREAM(FEET) = 1715.00 DOWNSTREAM(FEET) 1693.30 FLOW LENGTH(FEET) = 1100-00 MANNING'S N = 0.013 so DEPTH OF FLOW IN 30.0 INCH PIPE IS 20.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.76 pm ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 46.03 ow PIPE TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 25.18 ow LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.30 = 3120.00 FEET. om FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 81 On ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 25.18 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.643 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Am LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL 0.50 32 115-7 DWELLINGS/ACRE" A 13.10 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 13.10 SUBAREA RUNOFF(CFS) 25.42 EFFECTIVE AREA(ACRES) = 37.60 AREA -AVERAGED Fm(INCR/HR) = 0.59 AREA -AVERAGED Fp(INCH/HR) = 0.75 AREA -AVERAGED Ap = 0.79 69.35 TOTAL AREA(ACRES) 37.60 PEAK FLOW RATE(CFS) FLOW PROCESS FROM NODE 430.30 TO NODE 430..30 IS CODE ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM'FOR CONFLUENCE<<<<< 40 TOTAL NUMBER OF STREAMS = 2 0 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 25.18 40 RAINFALL INTENSITY(INCH/HR) = 2.64 17 am ii 0 on im AREA -AVERAGED Fm(INCH/HR) = 0.59 AREA -AVERAGED Fp(INCH/HR) = 0.75 pp AREA -AVERAGED Ap = 0.79 EFFECTIVE STREAM AREA(ACRES) 37.60 TOTAL STREAM AREA(ACRES) 37.60 PEAK FLOW RATE(CFS) AT CONFLUENCE 69.35 pm 60 FLOW PROCESS FROM NODE 430.10 TO NODE 430.20 IS CODE 21 ---------------------------------------------------------------------------- on >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< No >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< pm INITIAL SUBAREA FLOW-LENGTH(FEET) 550.00 ELEVATION DATA: UPSTREAM(FEET) 1742.00 DOWNSTREAM(FEET) 1725.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.729 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.677 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 3.10 0.98 0.50 32 9.73 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) 11.69 TOTAL AREA(ACRES) = 3.10 PEAK FLOW RATE(CFS) 11.69 FLOW PROCESS FROM NODE 430.20 TO NODE 430.30 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< pm ELEVATION DATA: UPSTREAM(FEET) = 1719.00 DOWNSTREAM(FEET) 1693.30 so FLOW LENGTH(FEET) = 1100.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 24.000 DEPTH OF FLOW IN 24.0 INCH PIPE IS 9.8 INCHES ism PIPE -FLOW VELOCITY(FEET/SEC.) = 9.75 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 11.69 im. PIPE TRAVEL TIME(MIN.) = 1.88 Tc(MIN.) = 11.61 LONGEST FLOWPATH FROM NODE 430.10 TO NODE 430.30 = 1650.00 FEET. FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 81 ------ --------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 11.61 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.206 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL on "5-7 DWELLINGS/ACRE" A 10.40 0.98 0.50 32 0 ON to SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 10.40 SUBAREA RUNOFF(CFS) 34.81 EFFECTIVE AREA(ACRES) = 13.50 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) 13.50 PEAK FLOW RATE(CFS) 45.19 FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE ---------------------------------------------------------------------------- >>>>>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.) = 11-61 RAINFALL INTENSITY(INCH/HR) = 4.21 AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50 EFFECTIVE STREAM AREA(ACRES) 13.50 TOTAL STREAM AREA(ACRES) = 13.50 PEAK FLOW RATE(CFS) AT CONFLUENCE = 45.19 CONFLUENCE DATA STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 69.35 25.18 2.643 0.75( 0.59) 0.79 37.6 430.01 2 45.19 11.61 4.206 0.98( 0.49) 0.50 13.5 430.10 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 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE bw 1 101.55 11.61 4.206 0.83( 0.55) 0.66 30.8 430.10 2 95.55 25.18 2.643 0.79( 0.57) 0.71 51.1 430.01 ow COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ow PEAK FLOW RATE(CFS) = 101.55 Tc(MIN.) = 11.61 EFFECTIVE AREA(ACRES) 30.84 AREA -AVERAGED Fm(INCH/HR) = 0.55 AREA -AVERAGED Fp(INCH/HR) = 0.83 AREA -AVERAGED Ap = 0.66 TOTAL AREA(ACRES) = 51.10 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.30 = 3120.00 FEET. FLOW PROCESS FROM NODE 430.30 TO NODE 430.30 IS CODE = 81 ---------------------------------------------------------------------------- 44 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 11.61 R" * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.206 SUBAREA LOSS RATE DATA(AMC II): 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 m SUBAREA AVERAGE PERVIOUS LOSS RATE,-Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) 4.07 EFFECTIVE AREA(ACRES) 31.94 AREA -AVERAGED Fm(INCH/HR) = 0.53 AREA -AVERAGED Fp(INCH/HR) = 0.83 AREA -AVERAGED Ap = 0.64 TOTAL AREA(ACRES) = 52.20 PEAK FLOW RATE(CFS) = 105.62 FLOW PROCESS FROM NODE 430.30 TO NODE 430.40 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1693.30 DOWNSTREAM(FEET) = 1684.00 FLOW LENGTH(FEET) = 350.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 29.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 17.09 pm ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES 1 �mw PIPE-FLOW(CFS) = 105.62 PIPE TRAVEL TIME(MIN.) = 0.34 Tc(MIN.) = 11.95 mm LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.40 = 3470.00 FEET. FLOW PROCESS FROM NODE 430.40 TO NODE 430.40 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 11.95 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.134 to SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS pa LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "8-10 DWELLINGS/ACRE" A 4.00 0.98 0.40 32 fm SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 4.00 SUBAREA RUNOFF(CFS) 13.48 EFFECTIVE AREA(ACRES) 35.94 AREA -AVERAGED Fm(INCH/HR) = 0.52 pm AREA -AVERAGED Fp(INCH/HR) = 0.84 AREA -AVERAGED Ap = 0.62 TOTAL AREA(ACRES) 56.20 PEAK FLOW RATE(CFS) 117.01 FLOW PROCESS FROM NODE 430.40 TO NODE 430.50 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1684.00 DOWNSTREAM(FEET) = 1678.00 FLOW LENGTH(FEET) = 650.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 34.6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.06 ESTIMATED PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) 117.01 PIPE TRAVEL TIME(MIN.) 0..90 Tc(MIN.) = 12.85 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.50 = 4120.00 FEET. 0 0 OR FLOW PROCESS FROM NODE 430.60 TO NODE 430.60 IS CODE = FLOW PROCESS FROM NODE 430.50 TO NODE 430.50 IS CODE = ---------------------------------------------------------------------------- 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ow a MAINLINE Tc(MIN) = 12.85 oft MAINLINE Tc(MIN) = 13.70 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.958 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.808 SUBAREA LOSS RATE DATA(AMC II): Nm SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) RESIDENTIAL RESIDENTIAL "B-10 DWELLINGS/ACRE" A 4.20 0.98 0.40 32 "8-10 DWELLINGS/ACRE" A 6.90 0.98 0.40 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 4.20 SUBAREA RUNOFF(CFS) 13.49 SUBAREA AREA(ACRES) = 6.90 SUBAREA RUNOFF(CFS) 21.23 EFFECTIVE AREA(ACRES) = 40.14 AREA -AVERAGED Fm(INCH/HR) = 0.50 EFFECTIVE AREA(ACRES) 47.04 AREA -AVERAGED Fm(INCH/HR) AREA -AVERAGED Fp(INCH/HR) = 0.85 AREA -AVERAGED Ap = 0.59 MR AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.56 TOTAL AREA(ACRES) = 60.40 PEAK FLOW RATE(CFS) = 124.81 TOTAL AREA(ACRES) = 67.30 PEAK FLOW RATE(CFS) = 140.62 FLOW PROCESS FROM NODE 430.50 TO NODE 430.60 IS CODE = 31 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1678.00 DOWNSTREAM(FEET) = 1651.00 FLOW LENGTH(FEET) = 950.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 39.0 INCH PIPE IS 29.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 18.56 ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 124.81 PIPE TRAVEL TIME(MIN.) = 0.85 Tc(MIN.) = 13.70 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.60 = 5070.00 FEET. aw FLOW PROCESS FROM NODE 430.60 TO NODE 430.60 IS CODE = 81 am ---------------------------------------------------------------------------- ow >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< oft MAINLINE Tc(MIN) = 13.70 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.808 Nm SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs op LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL "8-10 DWELLINGS/ACRE" A 6.90 0.98 0.40 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.40 SUBAREA AREA(ACRES) = 6.90 SUBAREA RUNOFF(CFS) 21.23 EFFECTIVE AREA(ACRES) 47.04 AREA -AVERAGED Fm(INCH/HR) = 0.49 MR AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.56 im TOTAL AREA(ACRES) = 67.30 PEAK FLOW RATE(CFS) = 140.62 FLOW PROCESS FROM NODE 430.60 TO NODE 430.60 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< op Fllgj� mi q" ia MAINLINE Tc(MIN) = 13.70 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.808 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS im LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL on "5-7 DWELLINGS/ACRE" A 26.70 0.98 0.50 32 No SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 sm SUBAREA AREA(ACRES) = 26.70 SUBAREA RUNOFF(CFS) 79.80 EFFECTIVE AREA(ACRES) = 73.74 AREA -AVERAGED Frn(INCH/HR) = 0.49 to AREA -AVERAGED Fp(INCH/HR) = 0.90 AREA -AVERAGED Ap = 0.54 TOTAL AREA(ACRES) 94.00 PEAK FLOW RATE(CFS) 220.42 No FLOW PROCESS FROM NODE 430.60 TO NODE 430.70 IS CODE = 31 ---------------------------------------------------------------------------- om >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< ww >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< fm ELEVATION DATA: UPSTREAM(FEET) = 1651.00 DOWNSTREAM(FEET) 1645.10 FLOW LENGTH(FEET) = 400.00 MANNING'S N = 0.013 im DEPTH OF FLOW IN 54.0 INCH PIPE IS 41.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 16.65 am ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES low PIPE-FLOW(CFS) = 220.42 PIPE TRAVEL TIME(MIN.) = 0.40 Tc(MIN.) = 14.10 om LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.70 = 5470.00 FEET. go FLOW PROCESS FROM NODE 430.70 TO NODE 430.70 IS CODE = 81 sm---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.10 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.743 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.00 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) = 1.00 SUBAREA RUNOFF(CFS) 3.28 EFFECTIVE AREA(ACRES) = 74.74 AREA -AVERAGED Fm(INCH/HR) = 0.48 AREA -AVERAGED Fp(INCH/HR) = 0.90 AREA -AVERAGED Ap = 0.54 TOTAL AREA(ACRES) = 95.00 PEAK FLOW RATE(CFS) 220.42--4 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE FLOW PROCESS FROM NODE 430.70 TO NODE 430.70 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< FLOW PROCESS FROM NODE 430.70 TO NODE 430.70 IS CODE = 13 ---------------------------------------------------------------------------- ow 17 0, w >>>>>CLEAR THE MAIN -STREAM MEMORY<<<<< FLOW PROCESS FROM NODE 430.59 TO NODE 430.61 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 900.00 own ELEVATION DATA: UPSTREAM(FEET) = 1700.20 DOWNSTREAM(FEET) 1688.10 aw Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]* -0.20 IF* SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.936 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.360 fto SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc am LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.70 0.98 0.10 32 10.94 tw SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCR/HR) = 0.98 PERVIOUS AREA FRACTION, Ap = 0.10 pm SUBAREA AVERAGE SUBAREA RUNOFF(CFS) 6.52 No TOTAL AREA(ACRES) 1.70 PEAK FLOW RATE(CFS) 6.52 FLOW PROCESS FROM NODE 430.61 TO NODE 430.65 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< aw ELEVATION DATA: UPSTREAM(FEET) = 1680.70 DOWNSTREAM(FEET) 1673.10 FLOW LENGTH(FEET) = 115.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 4.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 11.45 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES am PIPE-FLOW(CFS) = 6.52 t1w PIPE TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 11.10 LONGEST FLOWPATH FROM NODE 430.59 TO NODE 430.65 1015.00 FEET. FLOW PROCESS FROM NODE 430.65 TO NODE 430.65 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 11.10 U -T, * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.320 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN No COMMERCIAL A 2.10 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) = 2.10 SUBAREA RUNOFF(CFS) 7.98 EFFECTIVE AREA(ACRES) 3.80 AREA -AVERAGED Fm(INCH/HR) = 0.10 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) 3.80 PEAK FLOW RATE(CFS) 14.44 on i m FLOW PROCESS FROM NODE 430.65 TO NODE 430.22 IS CODE = 41 ------------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< as >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1673.10 DOWNSTREAM(FEET) 1658.70 FLOW LENGTH(FEET) = 650.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 9.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.83 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 14.44 PIPE TRAVEL TIME(MIN.) = 1.10 Tc(MIN.) = 12.21 LONGEST FLOWPATH FROM NODE 430.59 TO NODE 430.22 1665.00 FEET. FLOW PROCESS FROM NODE 430.22 TO NODE 430.22 IS CODE = 81 ---------------------------------------------------------------------------- low >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 12.21 Lik-T, ic 4- * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.082 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 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) 2.15 EFFECTIVE AREA(ACRES) 4.40 AREA -AVERAGED Fm(INCH/HR) = 0.10 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10 om TOTAL AREA(ACRES) 4.40 PEAK FLOW RATE(CFS) 15.78 FLOW PROCESS FROM NODE 430.22 TO NODE 430.22 IS CODE = 81 ---------------------------------------------------------------------------- imp >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< Oft MAINLINE Tc(MIN) = 12.21 4T, r'l * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.082 aw 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 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) 2.87 EFFECTIVE AREA(ACRES) = 5.20 AREA -AVERAGED Fm(INCH/HR) = 0.10 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) 5.20 PEAK FLOW RATE(CFS) 18.65 FLOW PROCESS FROM NODE 430.22 TO NODE 430.23 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< pm im 40 so ELEVATION DATA: UPSTREAM(FEET) = 1656.70 DOWNSTREAM(FEET) 1649.20 FLOW LENGTH(FEET) = 279.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 9.6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.33 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 18.65 PIPE TRAVEL TIME(MIN.) = 0.38 Tc(MIN.) = 12.58 LONGEST FLOWPATH FROM NODE 430.59 TO NODE 430.23 1944.00 FEET. FLOW PROCESS FROM NODE 430.23 TO NODE 430.23 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 12.58 47rt * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.006 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) 0.70 EFFECTIVE AREA(ACRES) 5.40 AREA -AVERAGED Fm(INCH/HR) = 0.10 pm AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) 5*10 PEAK FLOW RATEICFS) 19*01 FLOW PROCESS FROM NODE 430.23 TO NODE 430.23 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< sm MAINLINE Tc(MIN) = 12.58 L * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.008 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS lop 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) 1.06 EFFECTIVE AREA(ACRES) 5.70 AREA -AVERAGED Fm(INCH/HR) = 0.10 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10 TOTAL AREA(ACRES) 5.70 PEAK FLOW RATE(CFS) 20.06 FLOW PROCESS FROM NODE, 430.23 TO NODE 430.70 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ---------- ELEVATION DATA: UPSTREAM(FEET) =' 1648.70 DOWNSTREAM(FEET) = 1645.90 FLOW LENGTH(FEET) = 90.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 10.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.19 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 20.06 IN on do 0 pq im PIPE TRAVEL TIME(MIN.) 0.12 T-c(MIN.) = 12.71 LONGEST FLOWPATH FROM NODE 430.59 TO NODE 430.70 = 2034.00 FEET. pw FLOW PROCESS FROM NODE 430.70 TO NODE 430.70 IS CODE = 11 no ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN -STREAM MEMORY<<<<< bw MAIN STREAM CONFLUENCE DATA STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 20.06 12.71 3.985 0.98( 0.10) 0.10 5.7 430.59 LONGEST FLOWPATH FROM NODE 430.59 TO NODE 430.70 = 2034.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 220.42 14.10 3.743 0.90( 0.48) 0.54 74.7 430.10 2 169.97 27.75 2.493 0.86( 0.51) 0.59 95.0 430.01 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.70 = 5470.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE ism 1 233.37 12.71 3.985 0.90( 0.45) 0.50 73.0 430.59 2 239.23 14.10 3.743 0.90( 0.45) 0.50 80.4 430.10 3 182.34 27.75 2.493 0.86( 0.48) 0.56 100.7 430.01 pm TOTAL AREA(ACRES) 100.70 it COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: - PEAK FLOW RATE(CFS) = 239.23 Tc(MIN.) = 14.10� EFFECTIVE AREA(ACRES) 80.44 AREA -AVERAGED Fm(INCH/HR) 0.45 AREA -AVERAGED Fp(INCH/HR) = 0.90 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 100.70 pm LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.70 = 5470.00 FEET. ow On FLOW PROCESS FROM NODE 430.70 TO NODE 430.87 IS CODE = 41 ---------------------------------------------------------------------------- to >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) 44.60 DOWNSTREAM(FEET) 35.50 FLOW LENGTH(FEET) = 340.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 32.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.90 GIVEN PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 239.23 PIPE TRAVEL TIME(MIN.) 0.26 Tc(MIN.) = 14.36 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.87 5810.00 FEET. FLOW PROCESS FROM NODE 430.87 TO NODE 430.87 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 0 MAINLINE Tc(MIN) = 14.36 FLOW PROCESS FROM NODE 430.87 TO NODE 430.87 IS CODE = 22 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.702 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS im LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.10 0.98 0.10 32 SUBAREA LOSS RATE DATA(AMC II): SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 (DECIMAL) CN Pw SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) 3.57 "OPEN BRUSH" A 6.95 0.67 EFFECTIVE AREA(ACRES) � 11*51 AREA -AVERAGED Fm(INCH/HR) = 0.45 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.90 AREA -AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 101.80 PEAK FLOW RATE(CFS) 239.23 TOTAL AREA(ACRES) = 6.95 PEAK FLOW RATE(CFS) NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE pm 60 FLOW PROCESS FROM NODE 430.87 TO NODE 430.87 IS CODE 1 ---------------------------------------------------------------------------- pm >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.36 RAINFALL INTENSITY(INCH/HR) = 3.70 AREA -AVERAGED Fm(INCH/HR) = 0.45 AREA -AVERAGED Fp(INCH/HR) = 0.90 AREA -AVERAGED Ap = 0.50 EFFECTIVE STREAM AREA(ACRES) 81.54 TOTAL STREAM AREA(ACRES) = 101.80 PEAK FLOW RATE(CFS) AT CONFLUENCE = 239.23 FLOW PROCESS FROM NODE 430.87 TO NODE 430.87 IS CODE I ------------------------------------ a ----------------------------------------- in >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 OR CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: I FLOW PROCESS FROM NODE 430.87 TO NODE 430.87 IS CODE = 22 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 1100.00 tAT USER SPECIFIED Tc(MIN.) = 24.160 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.710 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN Pw NATURAL POOR COVER "OPEN BRUSH" A 6.95 0.67 1.00 62 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) 12.75 TOTAL AREA(ACRES) = 6.95 PEAK FLOW RATE(CFS) 12.75 FLOW PROCESS FROM NODE 430.87 TO NODE 430.87 IS CODE I ------------------------------------ a ----------------------------------------- in >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 OR CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: I 0 am ow an ON om No ** CONFLUENCE DATA ** STREAM Q Tc NUMBER (CFS) (MIN.) 1 233.37 12.97 1 239.23 14.36 1 183.28 28.03 2 12.75 24.16 Intensity Fp(Fm) (INCH/HR) (INCH/HR) 3.936 0.90( 0.45) 3.702 0.90( 0.45) 2.479 0.86( 0.48) 2.710 0.67( 0.67) Ap Ae HEADWATER (ACRES) NODE 0.50 74.1 430.59 0.50 81.5 430.10 0.56 101.8 430.01 1.00 6.9 430.87 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. On ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER No NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 244.33 12.97 3.936 0.88( 0.46) 0.52 77.9 430.59 mm 2 250.50 14.36 3.702 0.88( 0.46) 0.52 85.7 430.10 imm 3 211.86 24.16 2.710 0.85( 0.48) 0.57 103.0 430.87 4 194.58 28.03 2.479 0.84( 0.49) 0.59 108.7 430.01 OR COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: IAT, ilm PEAK FLOW RATE(CFS) 250.50 Tc(MIN.) 14.36 EFFECTIVE AREA(ACRES) 85.67 AREA -AVERAGED Fm(INCH/HR) = 0.46 AREA -AVERAGED Fp(INCH/HR) = 0.88 AREA -AVERAGED Ap = 0.52 TOTAL AREA(ACRES) = 108.75 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.87 = 5810.00 FEET. aw FLOW PROCESS FROM NODE 430.87 TO NODE 432.00 IS CODE = 41 ---------------------------------------------------------------------------- wo >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) 35.50 DOWNSTREAM(FEET) 29.20 op FLOW LENGTH(FEET) = 241.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 33.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.93 op GIVEN PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 250.50 PIPE TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 14.54 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 432.00 6051.00 FEET. FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.54 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.674 I TIME OF CONCENTRATION(MIN.) = 24.16 RAINFALL INTENSITY(INCH/HR) = 2.71 AREA -AVERAGED Fm(INCH/HR) = 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 EFFECTIVE STREAM AREA(ACRES) 6.95 TOTAL STREAM AREA(ACRES) = 6.95 ka PEAK FLOW RATE(CFS) AT CONFLUENCE = 12.75 am ow an ON om No ** CONFLUENCE DATA ** STREAM Q Tc NUMBER (CFS) (MIN.) 1 233.37 12.97 1 239.23 14.36 1 183.28 28.03 2 12.75 24.16 Intensity Fp(Fm) (INCH/HR) (INCH/HR) 3.936 0.90( 0.45) 3.702 0.90( 0.45) 2.479 0.86( 0.48) 2.710 0.67( 0.67) Ap Ae HEADWATER (ACRES) NODE 0.50 74.1 430.59 0.50 81.5 430.10 0.56 101.8 430.01 1.00 6.9 430.87 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. On ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER No NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 244.33 12.97 3.936 0.88( 0.46) 0.52 77.9 430.59 mm 2 250.50 14.36 3.702 0.88( 0.46) 0.52 85.7 430.10 imm 3 211.86 24.16 2.710 0.85( 0.48) 0.57 103.0 430.87 4 194.58 28.03 2.479 0.84( 0.49) 0.59 108.7 430.01 OR COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: IAT, ilm PEAK FLOW RATE(CFS) 250.50 Tc(MIN.) 14.36 EFFECTIVE AREA(ACRES) 85.67 AREA -AVERAGED Fm(INCH/HR) = 0.46 AREA -AVERAGED Fp(INCH/HR) = 0.88 AREA -AVERAGED Ap = 0.52 TOTAL AREA(ACRES) = 108.75 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 430.87 = 5810.00 FEET. aw FLOW PROCESS FROM NODE 430.87 TO NODE 432.00 IS CODE = 41 ---------------------------------------------------------------------------- wo >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) 35.50 DOWNSTREAM(FEET) 29.20 op FLOW LENGTH(FEET) = 241.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 33.9 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.93 op GIVEN PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 250.50 PIPE TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 14.54 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 432.00 6051.00 FEET. FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.54 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.674 I w II): L.4 -T , p tm SUBAREA LOSS RATE DATA(AMC DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN po NATURAL POOR COVER ism "OPEN BRUSH" A 4.20 0.67 1.00 62 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 po SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA AREA(ACRES) = 4.20 SUBAREA RUNOFF(CFS) 11.35 im EFFECTIVE AREA(ACRES) 89.87 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.55 mm TOTAL AREA(ACRES) 112.95 PEAK FLOW RATE(CFS) 259.15 low om FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE = 41 bw ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) 29.20 DOWNSTREAM(FEET) 28.30 FLOW LENGTH(FEET) = 38.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 35.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.28 GIVEN PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 259.15 PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 14.57 LONGEST FLOWPATH FROM NODE 430.01 TO NODE 432.00 6089.00 FEET. FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.57 -T * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.670 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS bw LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.70 0.98 0.10 32 am SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 4w SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) 2.25 EFFECTIVE AREA(ACRES) 90.57 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.54 TOTAL AREA(ACRES) = 113.65 PEAK FLOW RATE(CFS) = 261.04 FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.57 RAINFALL INTENSITY(INCH/HR) = 3.67 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.86 op AREA -AVERAGED Ap = 0.54 pm po be EFFECTIVE STREAM AREA(ACRES) 90.57 TOTAL STREAM AREA(ACRES) = 113.65 PEAK FLOW RATE(CFS) AT CONFLUENCE 261.04 FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE = 22 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 1100.00 L 4T, 6-5 bw USER SPECIFIED Tc(MIN.) = 24.340 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.698 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS iow LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL POOR COVER ow "OPEN BRUSH" A 2.75 0.67 1.00 62 �wv SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 ON SUBAREA RUNOFF(CFS) 5.01 TOTAL AREA(ACRES) 2.75 PEAK FLOW RATE(CFS) 5.01 iow FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE ime---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< on >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< iho TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: pa TIME OF CONCENTRATION(MIN.) = 24.34 RAINFALL INTENSITY(INCH/HR) = 2.70 AREA -AVERAGED Fm(INCH/HR) = 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 aw EFFECTIVE STREAM AREA(ACRES) 2.75 TOTAL STREAM AREA(ACRES) = 2.75 am PEAK FLOW RATE(CFS) AT CONFLUENCE 5.01 law ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 255.71 13.18 3.898 0.86( 0.46) 0.54 82.8 430.59 1 261.04 14.57 3.670 0.86( 0.47) 0.54 90.6 430.10 1 214.25 24.38 2.695 0.84( 0.49) 0.59 107.9 430.87 1 201.69 28.26 2.467 0.83( 0.49) 0.60 113.6 430.01 2 5.01 24.34 2.698 0.67( 0.67) 1.00 2.8 432.00 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 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 260.04 13.18 3.898 0.85( 0.47) 0.55 84.3 430.59 2 265.48 14.57 3.670 0.86( 0.47) 0.55 92.2 430.10 bw I 3 219.46 24.34 2.698 0.83( 0.49) 0.60 110.6 432.00 4 219.25 24.38 2.695 0.83( 0.49) 0.60 110.7 430.87 5 206.13 28.26 2.467 0.82( 0.50) 0.61 116.4 430.01 COMPUTED CONFLUENCE ESTINiATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) 265.48 Tc(MIN.) EFFECTIVE AREA(ACRES) 92.21 AREA -AVERAGED Fm(INCH/HR) 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.55 TOTAL AREA(ACRES) = 116.40 LONGEST FLOWPATH FROM NODE 131*11 TO NODE 432*00 = 6089.00 FEET. FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE = 81 PR---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.57 UT, * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.670 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) 0.64 EFFECTIVE AREA(ACRES) = 92.41 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.55 TOTAL AREA(ACRES) = 116.60 PEAK FLOW RATE(CFS) = 266.13 FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE --- >->->->->-D-E-S-I-G-N-A-T-E--I-N-D-E-P-E-N-D-E-N-T--S-T-R-EAM-FOR-CONFLUENCE<<<<< --------------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.57 RAINFALL INTENSITY(INCH/HR) = 3.67 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.55 EFFECTIVE STREAM AREA(ACRES) 92.41 TOTAL STREAM AREA(ACRES) = 116.60 PEAK FLOW RATE(CFS) AT CONFLUENCE = 266.13 FLOW PROCESS FROM NODE 432.00 TO NODE 432.00 IS CODE = 22 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<< INITIAL SUBAREA FLOW-LENGTH(FEET) USER SPECIFIED Tc(MIN.) = 24.340 * 100 YEAR RAINFALL INTENSITY(INCHIHR) = 2.698 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN 0 on Im >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.57 L&T, E_ 14- * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.670 SUBAREA LOSS RATE DATA(AMC II): SCS DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN isw RESIDENTIAL 32 "5-7 DWELLINGS/ACRE" A 1.60 0.98 0.50 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 4.58 ow SUBAREA AREA(ACRES) = 1.60 SUBAREA RUNOFF(CFS) = EFFECTIVE AREA(ACRES) = 95.92 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.85 AREA -AVERAGED Ap = 0.56 TOTAL AREA(ACRES) 121.38 PEAK FLOW RATE(CFS) 275.85---4 FLOW PROCESS FROM NODE 432.00 TO NODE 432.21 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) 27.30 DOWNSTREAM(FEET) 19.80 FLOW LENGTH(FEET) = 326.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 37.6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.32 GIVEN PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES ow PIPE-FLOW(CFS) = 275.85 PIPE TRAVEL TIME(MIN.) = 0.25 Tc(MIN.) = 14.83 FEET. bw LONGEST FLOWPATH FROM NODE 432.00 TO NODE 432.21 FLOW PROCESS FROM NODE 432.21 TO NODE 432.21 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.83 * loo YEAR RAINFALL INTENSITY(INCH/HR) = 3.632 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS imp LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL 3.60 0.98 0.50 32 "5-7 DWELLINGS/ACRE" A SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 10.19 to SUBAREA AREA(ACRES) = 3.60 SUBAREA RUNOFF(CFS) = 0.47 EFFECTIVE AREA(ACRES) = 99.52 AREA -AVERAGED Fm(INCH/HR) AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.56 282.76 -milit TOTAL AREA(ACRES) = 124.98 PEAK FLOW RATE(CFS) = FLOW PROCESS FROM NODE 432.21 TO NODE 432.17 IS CODE 41 ---------------------------------------------------------------------------- PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>COMPUTE >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< OR ELEVATION DATA: UPSTREAM(FEET) 19.80 DOWNSTREAM(FEET) 16.20 E:l bw m tv FLOW LENGTH(FEET) 147.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE is 37.4 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.97 GIVEN PIPE DIAMETER(INCH) = 60-00 NUMBER OF PIPES is PIPE-FLOW(CFS) = 282.76 PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 14.94 FEET. ow LONGEST FLOWPATH FROM NODE 432.00 TO NODE 432.17 FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE = 81 ----------------- ---------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 14.94 tte::, * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.616 SUBAREA LOSS RATE DATA(AMC II): Ap scs DEVELOPMENT TYPE/ SCS SOIL AREA Fp CIMAL) CN LAND USE GROUP (ACRES) (INCH/HR) (DE 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) 1.58 Wo EFFECTIVE AREA(ACRES) 100.02 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.55 am TOTAL AREA(ACRES) 125.48 PEAK FLOW RATE(CFS) 282.88 FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE ------ --------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.94 RAINFALL INTENSITY(INCH/HR) = 3.62 AREA -AVERAGED Fm(INCH/HR) = 0.47 aw AREA -AVERAGED Fp(INCH/HR) = 0.86 AREA -AVERAGED Ap = 0.55 EFFECTIVE STREAM AREA(ACRES) 100.02 TOTAL STREAM AREA(ACRES) = 125.48 imp PEAK FLOW RATE(CFS) AT CONFLUENCE 282.88 FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE 22 ------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<< INITIAL SUBAREA FLOW-LENGTH(FEE.T) (-,o USER SPECIFIED Tc(MIN.) 24.710 100 YEAR RAINFALL INTENSITY(INC H/HR) = 2.673 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap scs fa LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL POOR COVER A 3.01 0.67 1.00 62 "OPEN BRUSH" LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS I 0 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) 5.42 TOTAL AREA(ACRES) 3.01 PEAK FLOW RATE(CFS) 5.42 FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ow >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< oft TOTAL NUMBER OF STREAMS = 2 to CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 24.71 RAINFALL INTENSITY(INCH/HR) = 2.67 AREA -AVERAGED Fm(INCH/HR) = 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 EFFECTIVE STREAM AREA(ACRES) 3.01 TOTAL STREAM AREA(ACRES) 3.01 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.42 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 278.11 13.55 3.834 0.85( 0.47) 0.55 91.9 430.59 1 282.88 14.94 3.616 0.86( 0.47) 0.55 100.0 430. 10 1 234.47 24.72 2.673 0.83( 0.50) 0.60 119.7 432.00 1 234.47 24.72 2.673 0.83( 0.50) 0.60 119.7 432.00 1 234.31 24.76 2.670 0.83( 0.50) 0.60 119.7 430.87 1 219.75 28.64 2.447 0.82( 0.50) 0.61 125.5 430.01 2 5.42 24.71 2.673 0.67( 0.67) 1.00 3.0 432.17 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** Q Tc Intensity Fp(Fm) Ap Ae HEADWATER STREAM NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 282.81 13.55 3.834 0.85( 0.47) 0.56 93.5 430.59 2 287.70 14.94 3.616 0.85( 0.48) 0.56 101.8 430.10 3 239.95 24.71 2.673 0.82( 0.50) 0.61 122.7 432.17 4 239.89 24.72 2.673 0.82( 0.50) 0.61 122.7 432.00 5 239.89 24.72 2.673 0.82( 0.50) 0.61 122.7 432.00 6 239.72 24.76 2.670 0.82( 0.50) 0.61 122.8 430.87 7 224.56 28.64 2.447 0.82( 0.50) 0.62 128.5 430.01 FOLLOWS: JAT COMPUTED CONFLUENCE ESTIMATES ARE AS PEAK FLOW RATE(CFS) 287.70 Tc(MIN.) 14.94 = __1_01.84 AREA -AVERAGED Fm(INCH/HR) = 0.48 EFFECTIVE AKLA(ACRES) AREA -AVERAGED Fp(INCH/HR) = 0.85 AREA -AVERAGED Ap = 0.56 TOTAL AREA(ACRES) = LONGEST FLOWPATH FROM 128.49 NODE 432.17 TO NODE 432.17 FEET. FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 0 FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.94 RAINFALL INTENSITY(INCH/HR) = 3.62 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.85 AREA -AVERAGED Ap = 0.56 lw EFFECTIVE STREAM AREA(ACRES) 102.34 TOTAL STREAM AREA(ACRES) = 128.99 289.28 PEAK FLOW RATE(CFS) AT CONFLUENCE = FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE = 22 ---------------- ----------------------------------------------------------- iw >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<< dm INITIAL SUBAREA FLOW-LENGTH(FEET) 57 USER SPECIFIED Tc(MIN.) = 24.710 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.673 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN q 1 0 1 NATURAL POOR COVER 4.52 0.67 1.00 62 "OPEN BRUSH" A SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) 8.14 8.14 TOTAL AREA(ACRES) = 4.52 PEAK FLOW RATE(CFS) = FLOW PROCESS FROM NODE 432.17 TO NODE 432".17 IS CODE -------------------------- ------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 ENT STREAM 2 ARE: CONFLUENCE VALUES USED FOR INDEPEND on im MAINLINE Tc(MIN) = 14.94 * 100 YEAR RAINFALL INTENSITY(.INCH/HR) = 3.616 pm SUBAREA LOSS RATE DATA(AMC II): SCS im DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN on COMMERCIAL A 0.50 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, FP(INCH/HR) = 0.98 60 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.58 pm EFFECTIVE AREA(ACRES) 102.34 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.85 AREA -AVERAGED Ap = 0.56 aw TOTAL AREA(ACRES) = 128.99 PEAK FLOW RATE(CFS) = 289.28 FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.94 RAINFALL INTENSITY(INCH/HR) = 3.62 AREA -AVERAGED Fm(INCH/HR) = 0.47 AREA -AVERAGED Fp(INCH/HR) = 0.85 AREA -AVERAGED Ap = 0.56 lw EFFECTIVE STREAM AREA(ACRES) 102.34 TOTAL STREAM AREA(ACRES) = 128.99 289.28 PEAK FLOW RATE(CFS) AT CONFLUENCE = FLOW PROCESS FROM NODE 432.17 TO NODE 432.17 IS CODE = 22 ---------------- ----------------------------------------------------------- iw >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>>>>USE SPECIFIED Tc VALUE FOR INITIAL SUBAREA<<< dm INITIAL SUBAREA FLOW-LENGTH(FEET) 57 USER SPECIFIED Tc(MIN.) = 24.710 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.673 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN q 1 0 1 NATURAL POOR COVER 4.52 0.67 1.00 62 "OPEN BRUSH" A SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) 8.14 8.14 TOTAL AREA(ACRES) = 4.52 PEAK FLOW RATE(CFS) = FLOW PROCESS FROM NODE 432.17 TO NODE 432".17 IS CODE -------------------------- ------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 ENT STREAM 2 ARE: CONFLUENCE VALUES USED FOR INDEPEND on im w im TIME OF CONCENTRATION(MIN.) = 24.71 RAINFALL INTENSITY(INCH/HR) = 2.67 AREA -AVERAGED Fm(INCH/HR) = 0.67 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 EFFECTIVE STREAM AREA(ACRES) 4.52 TOTAL STREAM AREA(ACRES) = 4.52 PEAK FLOW RATE(CFS) AT CONFLUENCE 8.14 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 284.49 13.55 3.834 0.85( 0.47) 0.56 94.0 430.59 op 1 289.28 14.94 3.616 0.85( 0.47) 0.56 102.3 430.10 .i 1 241.09 24.71 2.673 0.82( 0.50) 0.61 123.2 432.17 241.05 24.72 2.673 0.82( 0.50) 0.61 123.2 432.00 241.05 24.72 2.673 0.82( 0.50) 0.61 123.2 432.00 pm 1 240.88 24.76 2.670 0.82( 0.50) 0.61 123.3 430.87 1 225.62 28.64 2.447 0.82( 0.50) 0.62 129.0 430.01 am 2 8.14 24.71 2.673 0.67( 0.67) 1.00 4.5 432.17 om 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 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 291.54 13.55 3.834 0.84( 0.48) 0.57 96.5 430.59 2 296.52 14. 94 3.616 0.84 ( 0.48) 0.57 105.1 430.10 3 249.23 24.71 2.673 0.81( 0.50) 0.62 127.7 432.17 4 249.23 24.71 2.673 0.81( 0.50) 0.62 127.7 432.17 5 249.19 24.72 2.673 0.81( 0.50) 0.62 127.7 432.00 6 249.19 24.72 2.673 0.81( 0.50) 0.62 127.7 432.00 7 249.01 24.76 2.670 0.81( 0.50) 0.62 127.8 430.87 8 232.83 28.64 2.447 0.81( 0.51) 0.63 133.5 430.01 F 57 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 296.52 Tc(MIN.) = 14.94 - 4 EFFECTIVE AREA(ACRES) 105.07 AREA -AVERAGED Fm(INCH/HR) = 0.48 AREA -AVERAGED Fp(INCH/HR) = 0.84 AREA -AVERAGED Ap = 0.57 TOTAL AREA(ACRES) = 133.51 LONGEST FLOWPATH FROM NODE 432.17 TO NODE 432.17 FEET. FLOW PROCESS FROM NODE 432.17 TO NODE 433.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< Mm ELEVATION DATA: UPSTREAM(FEET) 16.10 DOWNSTREAM(FEET) 14.00 FLOW LENGTH(FEET) 98.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 40.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 21.02 GIVEN PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 296.52 PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 15.02 a LONGEST FLOWPATH FROM NODE 432.17 TO NODE 433.00 FEET. w im F d li A 0 A dil F H , 1- F FLOW PROCESS FROM NODE 433.00 TO NODE 433.00 IS CODE = 10 ------------------------------------------------ --------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< FLOW PROCESS FROM NODE 431.31 TO NODE 431.32 IS CODE 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 950.00 ET) 1665.00 ELEVATION DATA: UPSTREAM(FEET) = 1682.00 DOWNSTREAM(FE 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 LAND USE GROUP (ACRES) (INCH/HR) NATURAL POOR COVER "OPEN BRUSH" A 6.70 0.67 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(C'FS) 15.30 TOTAL AREA(ACRES) = 6.70 PEAK FLOW RATE(CFS) Ap scs Tc (DECIMAL) CN (MIN.) 0.67 1.00 62 18.23 15.30 FLOW PROCESS FROM NODE 431.32 TO NODE 431.33 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V11 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 SUBAREA LOSS RATE DATA(AMC II): Ap Scs DEVELOPMENT TYPE/ SCS SOIL AREA Fp CIMAL) CN LAND USE GROUP (ACRES) (INCH/HR) (DE 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 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 low pm 11111110 om No a - WIN ,II,I, im 6w am vo oft IN No FLOW PROCESS FROM NODE 432.10 TO NODE 432.11 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 700.00 ELEVATION DATA: UPSTREAM(FEET) = 1673.00 DOWNSTREAM(FEET) 1657.00 Tc = K*[(LENGTH** 3.00MELEVATION 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 I'll+ 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-) mom 0.20 32 9.48 20.50 FLOW PROCESS FROM NODE 432.11 TO NODE 432.12 IS CODE = 31 ------- ---------------------------------------------------------- --------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1651.00 DOWNSTREAM(FEET) 1641.80 FLOW LENGTH(FEET) = 600.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.5 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 9.54 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 20.50 10.53 PIPE TRAVEL TIME(MIN.) = 1.05 Tc(MIN.) = 1300.00 FEET. LONGEST FLOWPATH FROM NODE 432.10 TO NODE 432.12 FLOW PROCESS FROM NODE 432.12 TO NODE 432.12 IS CODE = 81 --------------------------------------------------------- ------------------ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 10.53 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.461 SUBAREA LOSS RATE DATA(AMC II): Fpp Ap SCS DEVELOPMENT TYPE/ SCS SOIL AREA (INCH/HR) (DECIMAL) CN LAND USE GROUP (ACRES) RESIDENTIAL 0.20 32 "11+ DWELLINGS/ACRE" A 8.10 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 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 50.29 TOTAL AREA(ACRES) 13.10 PEAK FLOW RATE(CFS) FLOW PROCESS FROM NODE 432.12 TO NODE 432.14 IS CODE = 41 m -------------------------------------------------------------------- ------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1641.80 DOWNSTREAM(FEET) = 1633.60 FLOW LENGTH(FEET) = 965.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 20.8 INCHES low PIPE -FLOW VELOCITY(FEET/SEC.) = 9.63 1 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 50.29 PIPE TRAVEL TIME(MIN.) = 1.67 Tc(MIN.) = 12.20 LONGEST FLOWPATH FROM NODE 432.10 TO NODE 432.14 2265.00 FEET. pm FLOW PROCESS FROM NODE 432.14 TO NODE 432.14 IS CODE = 81 imo---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 12.20 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.083 SUBAREA LOSS RATE DATA(AMC II): Ap SCS DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL A 4.00 0.98 0.50 32 "5-7 DWELLINGS/ACRE" SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 12.95 SUBAREA AREA(ACRES) = 4.00 SUBAREA RUNOFF(CFS) = .26 EFFECTIVE AREA(ACRES) = 17.10 AREA -AVERAGED Fm(INCH/HR) = 0 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.27 TOTAL AREA(ACRES) 17.10 PEAK FLOW RATE(CFS) 58.79 FLOW PROCESS FROM NODE 432.14 TO NODE 432.15 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1633.60 DOWNSTREAM(FEET) = 1632.00 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 19.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 12.66 1 0 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 58.79 12.33 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = = 2365.00 FEET. LONGEST FLOWPATH FROM NODE 432.10 TO NODE 432.15 FLOW PROCESS FROM NODE 432.15 TO NODE 432.15 IS CODE ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 ENT STREAM 2 ARE: CONFLUENCE VALUES USED FOR INDEPEND TIME OF CONCENTRATION(MIN.) = 12.33 RAINFALL INTENSITY(INCH/HR) = 4.06 am 60 0 AREA -AVERAGED Fm(INCH/HR) = 0.26 AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.27 1 . 17.10 EFFECTIVE STREAM AREA(ACRES) = TOTAL STREAM AREA(ACRES) = 17.10 PEAK FLOW RATE(CFS) AT CONFLUENCE 58.79 fps i1w CONFLUENCE DATA (Fm) Ap Ae HEADWATER STREAM Q Tc Intensity Fp (ACRES) NODE NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) .87 19.5 431.31 1 32.13 28.50 2.454 0.72( 0.62) 0 432.10 2 58.79 12.33 4.057 0.98( 0.26) 0.27 17.1 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. PEAK FLOW RATE TABLE Fp(Fm) Ap Ae HEADWATER STREAM Q Tc Intensity (ACRES) NODE f6w NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) .47 25.5 432.10 1 84.86 12.33 4.057 0.82( 0.38) 0 36.6 431.31 2 66.08 28.50 2.454 0.77( 0.45) 0.59 om No COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: 12.33 PEAK FLOW RATE(CFS) = 84.86 Tc(MIN.) = /HR) = 0.38 on EFFECTIVE AREA(ACRES) 25.53 AREA -AVERAGED Fm(INCH AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 0.47 ww TOTAL AREA(ACRES) = 36.60 432.15 = 2365.00 FEET. LONGEST FLOWPATH FROM NODE 432.10 TO NODE on ism FLOW PROCESS FROM NODE 432.15 TO NODE 433.00 IS CODE 41 ---------- ow----------------------------------------------- --------- -- - >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< aw >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< on ELEVATION DATA: UPSTREAM(FEET) = 1632.00 DOWNSTREAM(FEET) = 1614.30 mo FLOW LENGTH(FEET) = 850.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 48.0 INCH PIPE IS 21.7 INCHES PIPE -FLOW VELOCITY(FEET/SEC-) = 15.38 GIVEN PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 84.86 13.25 PIPE TRAVEL TIME(MIN.) = 0.92 Tc(MIN.) = 3215.00 FEET. LONGEST FLOWPATH FROM NODE 432.10 TO NODE 433.00 FLOW PROCESS FROM NODE 433.00 TO NODE 433.00 IS CODE = 81 ---------------- ----------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 13.25 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.886 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN RESIDENTIAL 0.98 0.50 32 115-7 DWELLINGS/ACRE" A 3.30 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 0 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA AREA(ACRES) = 3.30 SUBAREA RUNOFF(CFS) 10.09 EFFECTIVE AREA(ACRES) 28.83 AREA -AVERAGED Fm(INCH/HR)'= 0.39 AREA -AVERAGED Fp(INCH/HR) = 0.84 AREA -AVERAGED Ap = 0.47 TOTAL AREA(ACRES) = 39.90 PEAK FLOW RATE(CFS) = 90.60 FLOW PROCESS FROM NODE 433.00 TO NODE 433.00 IS CODE ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN -STREAM MEMORY<<<<< No MAIN STREAM CONFLUENCE DATA am STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE ww 1 90.60 13.25 3.886 0.84( 0.39) 0.47 28.8 432.10 2 69.91 29.49 2.404 0.79( 0.46) 0.58 39.9 431.31 am LONGEST FLOWPATH FROM NODE 432.10 TO NODE 433.00 = 3215.00 FEET. vw MEMORY BANK # 2 CONFLUENCE DATA STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER On NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE ow 1 291.54 13.63 3.821 0.84( 0.48) 0.57 96.5 430.59 2 296.52 15.02 3.604 0.84( 0.48) 0.57 105.1 430.10 an 3 249.23 24.79 2.668 0.81( 0.50) 0.62 127.7 432.17 4 249.23 24.79 2.668 0.81( 0.50) 0.62 127.7 432.17 im 5 249.19 24.80 2.667 0.81( 0.50) 0.62 127.7 432.00 6 249.19 24.80 2.667 0.81( 0.50) 0.62 127.7 432.00 no 7 249.01 24.84 2.665 0.81( 0.50) 0.62 127.8 430.87 8 232.83 28.73 2.442 0.81( 0.51) 0.63 133.5 430.01 LONGEST FLOWPATH FROM NODE 432.17 TO NODE 433.00 FEET. PEAK FLOW RATE TABLE ho STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE an 1 379.59 13.25 3.886 0.84( 0.46) 0.55 122.7 432.10 fto 2 381.67 13.63 3.821 0.84( 0.46) 0.55 125.6 430.59 3 384.87 15.02 3.604 0.84( 0.46) 0.55 135.1 430.10 om 4 325.13 24.79 2.668 0.81( 0.49) 0.60 164.4 432.17 5 32S.13 24.79 2.668 0.81( 0.49) 0.60 164.4 432.17 6 325.07 24.80 2.667 0.81( 0.49) 0.60 164.4 432.00 7 325.07 24.80 2.667 0.81( 0.49) 0.60 164.4 432.00 8 324.84 24.84 2.665 0.81( 0.49) 0.60 164.5 430.87 9 303.72 28.73 2.442 0.80( 0.50) 0.62 172.9 430.01 10 298.15 29.49 2.404 0.80( 0.50) 0.62 173.4 431.31 TOTAL AREA(ACRES) = 173.41 "T, Er COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 384.87 Tc(MIN.) = 15.018 -00 EFFECTIVE AREA(ACRES) 135.11 AREA -AVERAGED Fm(INCH/HR) = 0.46 AREA -AVERAGED Fp(INCH/HR) 0.81 AREA -AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 173.41 LONGEST FLOWPATH FROM NODE 432.17 TO NODE 433.00 FEET. OR FLOW PROCESS FROM NODE 433.00 TO NODE 434.00 IS CODE = 41 ---------------------------------------------------------------------------- IN go No >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< No ELEVATION DATA: UPSTREAM(FEET) 13.10 DOWNSTREAM(FEET) 0.90 Im FLOW LENGTH(FEET) = 549.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 66.0 INCH PIPE IS 44.2 INCHES on PIPE -FLOW VELOCITY(FEET/SEC.) = 22.76 GIVEN PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES 1 ow PIPE-FLOW(CFS) = 384.87 PIPE TRAVEL TIME(MIN.) = 0.40 Tc(MIN.) = 15.42 LONGEST FLOWPATH FROM NODE 432.17 TO NODE 434.00 FEET. FLOW PROCESS FROM NODE 434.00 TO NODE 434.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 15.42 L"4 -T, as * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.548 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN aw RESIDENTIAL I'll+ DWELLINGS/ACRE" A 8.60 0.98 0.20 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20 SUBAREA AREA(ACRES) = 8.60 SUBAREA RUNOFF(CFS) 25.95 EFFECTIVE AREA(ACRES) 143.71 AREA -AVERAGED Fm(INCH/HR) = 0.45 AREA -AVERAGED Fp(INCH/HR) = 0.84 AREA -AVERAGED Ap = 0.53 TOTAL AREA(ACRES) 182.01 PEAK FLOW RATE(CFS) 401.10 FLOW PROCESS FROM NODE 434.00 TO NODE 434.00 IS CODE = 41 ow---------------------------------------------------------------------------- >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< No >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1600.90 DOWNSTREAM(FEET) 1599.40 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 66.0 INCH PIPE IS 46.2 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 22.58 GIVEN PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 401.10 PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 15.47 LONGEST FLOWPATH FROM NODE 432.17 TO NODE 434.00 FEET. A FLOW PROCESS FROM NODE 434.00 TO NODE 434.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 15.47 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.540 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 ft an to 'o SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 Lc_z SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) 2.48 EFFECTIVE AREA(ACRES) 144.51 AREA -AVERAGED Fm(INCH/HR) = 0.44 AREA -AVERAGED Fp(INCH/HR) = 0.84 AREA -AVERAGED Ap = 0.53 TOTAL AREA(ACRES) 182.81 PEAK FLOW RATE(CFS) 402.66 _w4 ow FLOW PROCESS FROM NODE 434.00 TO NODE 434.00 IS CODE = 81 ---------------------------------------------------------------------------- om >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN) = 15.47 4 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.540 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 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 Oft SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) 2.48 EFFECTIVE AREA(ACRES) 145.31 AREA -AVERAGED Fm(INCH/HR) = 0.44 �mw AREA -AVERAGED Fp(INCH/HR) = 0.84 AREA -AVERAGED Ap = 0.53 TOTAL AREA(ACRES) 183.61 PEAK FLOW RATE(CFS) 405.14 om ---------------------------------------------------------------------------- I UTILITY CORRIDOR OPEN AREA I Q100 RUNOFF FROM CORRIDOR WHICH WILL BE APPLIED TO KNOX AVE. I DISTRIBUTED RUNOFF -AREAS ARE APPLIED AT EACH C.B. AND AT THAT TC_ ---------------------------------------------------------------------------- FLOW PROCESS FROM NODE 430.51 TO NODE 430.52 IS CODE = 21 aw >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< am >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< om INITIAL SUBAREA FLOW-LENGTH(FEET) 950.00 am ELEVATION DATA: UPSTREAM(FEET) = 1720.00 DOWNSTREAM(FEET) 1691.00 No Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 16.380 OR * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.421 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.) NATURAL POOR COVER "OPEN BRUSH" A 9.60 0.67 1.00 62 16.38 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = l..00 SUBAREA RUNOFF(CFS) 23.75 TOTAL AREA(ACRES) = 9.60 PEAK FLOW RATE(CFS) 23.75 FLOW PROCESS FROM NODE 430.52 TO NODE 430.23 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< so No m 4w go do 00 UPSTREAM NODE ELEVATION(FEET) 1691.00 DOWNSTREAM NODE ELEVATION(FEET) 1659.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 1100.00 im "V" GUTTER WIDTH(FEET) = 5.00 GUTTER HIKE(FEET) 0.050 PAVEMENT LIP(FEET) = 0.010 MANNING'S N = .0200 om PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.00200 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.735 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 11.40 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) = 34.38 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.48 AVERAGE FLOW DEPTH(FEET) = 0.22 FLOOD WIDTH(FEET) = 165.64 "V" GUTTER FLOW TRAVEL TIME(MIN.) 7.40 Tc(MIN.) = 23.78 SUBAREA AREA(ACRES) = 11.40 SUBAREA RUNOFF(CFS) 21.17 EFFECTIVE AREA(ACRES) 21.00 AREA -AVERAGED Fm(INCH/HR) 0.67 ww AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 TOTAL AREA(ACRES) 21.00 PEAK FLOW RATE(CFS) 39.00 om END OF SUBAREA "V" GUTTER HYDRAULICS: to DEPTH(FEET) = 0.23 FLOOD WIDTH(FEET) = 174.82 FLOW VELOCITY(FEET/SEC.) = 2.53 DEPTH-VELOCITY(FT-FT/SEC) 0.58 am LONGEST FLOWPATH FROM NODE 430.51 TO NODE 430.23 = 2050.00 FEET. INN END OF STUDY SUMMARY: po TOTAL AREA(ACRES) 21.00 TC(MIN.) 23.78 EFFECTIVE AREA(ACRES) 21.00 AREA -AVERAGED Fm(INCH/HR)= 0.67 60 AREA -AVERAGED Fp(INCH/HR) = 0.67 AREA -AVERAGED Ap = 1.00 _oe_q� PEAK FLOW RATE(CFS) 39.00. END OF RATIONAL METHOD ANALYSIS kNov- 4w go do 00 I E 11 I I SECTIO 1100 HYDR( CATCH, BASM & LAT Lml tAr. Wr tA-r, I DESCRIPTION OF STUDY: -------------------------------------------------------------------------------------------------------------- tAr. Wr tA-r, I DESCRIPTION OF STUDY: I KNOX LINE E & K IN THE CITY OF FONTANA I Q100 -YEAR CATCH BASIN & LATERAL HYDROLOGY STUDY JN 126-2012 wli CBknox.dat ---------------------------------------- [SAN BERNARDINO COUNTY) ----------------------------------------- FILE NAME:P:\126-2012\Drainage\CBkn *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 8:51 2/27/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 1 OF ----------------------------- [(c) 1963-2002 ADVANCED ENGINEERING SOFTWARE) ------------------------------ ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 I------------- I ------- I ------ I MIN.1 (in/hr) I(Avg)t(cfs) ------ I(ft)Ift/ftIFPS.I AND NOTES I I --------------- I I------------- I ------- I ------ I I I I I I I I ------ I I I 1 I --------------- I 1 5001.03181 IINITIAL SUBAREAl I vf� 430.571 2.11 2.11 A I C.m I ---- 1 7.315.5710.1010.0981 10.31 ---- I ----- I ---- I --------------- I ------------- ------- ------ I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I 1 7101.02771 .. IINITIAL SUBAREA[ 430.651 0.81 0.81 A I Com I ---- 1 kol 8.615.0310.1010.0981 3.61 ---- I ----- I ---- I --------------- I -------- I ------- I ------ 1___I ----- I ---- I I I I I I I .. I ----- I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I 1 6301.02631 .. IINITIAL SUBAREAl vJ& I F,_ -T 430. 671 0.61 0.61 A I Com I ---- 1 8.315.1510.1010.0981 2.71 ---- I ----- I ---- I --------------- I ------------- ------- ------ 1___I I T I I I ----- I ---- I ---- I ----- I ------ I I I 1 I ---- I ----- I ---- I --------------- I 1 2801.02891 .. IINITIAL SUBAREAl 1 430.751 0.21 0.21 A I Com I ---- 1 e 5.916.3310.1010.0981 1.11 ---- I ----- I ---- I --------------- I ------------- ------- ------ 11 I ------ 1 I ---- I ----- I ---- I --------------- I 1 3051.02951 .. IINITIAL SUBAREAl K ) 430.371 0.31 0.31 A I Com I ---- 1 6.116.2110.1010.0981 1.71 ---- I ----- I ---- I --------------- I ------------- ------- ------ I --- I ----- I ---- I I I I .. I 1 611-430.771 1.11 1.11 A I Com I ---- 1 ------------- ------- ------ ----- ---- I ----- I ---- I ---- I ----- I ------ I I I 1 6.915.7610.1010.0971 ----- I ---- ---- I ----- I ------ I ---- I ----- I ---- I --------------- I 1 4251.03041 .. IINITIAL SUBAREAl 5.61 ---- I ----- I ---- I --------------- I I ---- I ----- I ---- I --------------- I I___I I I I I .. I I I I I 1 1 7801.01921 .. IINITIAL SUBAREAl I 6/p 431.121 4.21 4.21 A lopen Brushl 22.312.8410.8610.8601 7.51 ---- I ----- I ---- I --------------- I ------------- ------- ------ I ------ 1 I ---- I ----- I ---- I --------------- I 1 7101.02931 IINITIAL SUBAREAl 5 5 432.451 0.71 0.71 A I Com I ---- 1 8.515.0710.1010.0981 3.11 ---- --------------- I ------------- ------- ------ I I ---- I ---- I ----- I ------ I I I 1 I ---- --------------- I 1 3001.02831 JINITIAL SUBAREAl I ,_ 432.471 0.21 0.21 A I Com I ---- 1 t I 6.116.2110.1010.0981 1.11 ---- I ----- I ---- I --------------- I --- ------- I ------- ------ I ------ 1 I ---- I ----- I ---- I --------------- I 1 6801.01061 .. JINITIAL SUBAREAl I r: i 4432.4l'I 1.61 1.61 A 16D/ACI ---- 1 13.113.9110.4910.4881 4.91 ---- I ----- I ---- I --------------- I I I I I I I .. I I I I 1 1 7301.02191 .. IINITIAL SUBAREAl 1 432 611 3.61 3.61 A 16D/ACI ---- 1 11.714.1910.4910.4881 12.01 ---- I ----- I ---- I --------------- I I I I-------------------------------------------------------------------------------------------------------- I ----------------- ------------------------------------------------------------------- t I I I It"_ 11 UA US IV I W"I'l a_- I K, I r I UA f, I ff I t I U I r I F_ I r I F I LA -T, -------------------------------------------------------------------------------------------------------------- DESCRIPTION OF STUDY: KNOX LINE E & K IN THE CITY OF FONTANA I Q100 -YEAR CATCH BASIN & LATERAL HYDROLOGY STUDY JN 126-2012 wli CBknox.dat ---------------------------------------- [SAN BERNARDINO COUNTY) ----------------------------------------- FILE NAME:P:\126-2012\Drainage\CBkn *ENGLISH UNITS* CALCULATED BY: TIME/DATE OF STUDY: 6:36 2/27/2005 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY (AMC II LOSSES) PAGE NUMBER 2 OF ----------------------------- f(c) 1983-2002 ADVANCED ENGINEERING SOFTWARE] ------------------------------ I ICONCENTRATIONI AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fm I Fm IQ -SUM IPATHISLOPEI V I HYDRAULICS I I I POINT NUMBERISUBAREAl SUM ITYPEITYPEIMIN.1 MIN.1 (in/hr) I(Avg)I(cfs) l(ft)lft/ftlFPS.1 AND NOTES I I I------------- I ------- I ------ I ------ I --------------- I I I------------- I ------- I ------ I ------ I --------------- I I I F J� I I I I I I I I I 1 1 4851.02621 JINITIAL SUBAREAl I 432.551 0.51 0.51 A I Com I ---- 1 7.515.4810.1010.0981 2.41 ---- I ----- I ---- I --------------- I I ------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I 6: � 1 1 4901.02451 .. IINITIAL SUBAREAl I 1 432.571 0.51 0.51 A I Com I ---- 1 7.615.4210.1010.0981 2.41 ---- I ----- I ---- I --------------- I I I------------- ------- ------ ------ I ---- I ----- I ---- I --------------- I I I 115�s 1 7501.03361 .. IINITIAL SUBAREAl I I 1 433.161 8.61 8.61 A lll+Dul ---- 1 9.014.8910.2010.1951 36.41 ---- I ----- I ---- I --------------- I I ------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I C I 1 1 7201.02351 .. IINITIAL SUBAREAl I 1 433.651 0.81 0.81 A I Com I ---- 1 8.914.9210.1010.0981 3.51 ---- I ----- I ---- I --------------- I I ------------- ------- ------ I ------ I ---- I ----- I ---- I --------------- I I 6 1 1 1 7201.02391 .. JINITIAL SUBAREAl I 1 1 433.671 0.81 0.81 A I Com I ---- 1 8.914.9310.1010.0981 3.51 ---- I ----- I ---- I --------------- I I II ------------- I ------- I ------ 1___I I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I 1 1 433.671 1 0.81 1 1 8.91 1 1 1 3.51 ---- I ----- I ---- ISTREAM SUMMARY I I ------- 77---- I ------- I ------ I --- I I ----- I ---- I ---- I ----- I ------ I ---- I ----- I ---- I --------------- I I EFFECTIVE AREA = 0.80 Acres TOTAL AREA = 0.80 Acres PEAK FLOW RATE = 3.48 cfs I I TIME OF CONCENTRATION(MIN.)= 8.92 MEAN VALUES: Fp 0.975 (in/hr); Ap 0.100; Fm 0.098 (in/hr)l I ------------- ------- ------ ------ --------------- -------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- 0 po RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) bw (c) Copyright 1983-2002 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2002 License ID 1251 4M Analysis prepared by: to MADOLE & ASSOCIATES, INC. 10601 CHURCH STREET SUITE 107 RANCHO CUCAMONGA CA 91730 bw 909.948.1311 FAX.948.8464 DESCRIPTION OF STUDY KNOX LINE E & K IN THE CITY OF FONTANA Q100 -YEAR CATCH BASIN & LATERAL HYDROLOGY STUDY JN 126-2012 wli CBknox.dat FILE NAME: P: \ 12 6-2 012 \Drainage \CBknox. OM TIME/DATE OF STUDY: 08:56 02/27/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: PM --*TIME-OF-CONCENTRATION MODEL* -- W USER SPECIFIED STORM EVENT(YEAR) 100-00 SPECIFIED MINIMUM PIPE SIZE(INCH) 24.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE 1.00 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5700 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR 1W NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) No 1 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 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 430.56 TO NODE 430.57 IS CODE = 21 ----------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< VP bw 0. FLOW PROCESS FROM NODE 430.61 TO NODE 430.65 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 710.00 T) 1668.40 ELEVATION DATA: UPSTREAM(FEET) = 1688.10 DOWNSTREAM(FEE Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.605 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.034 SUBAREA Tc AND LOSS RATE DATA(AMC II): ift DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.80 0.98 0.10 32 8.60 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 po SUBAREA RUNOFF(CFS) = 3.55 (CFS) 3.55 TOTAL AREA(ACRES) = 0.80 PEAK FLOW RATE FLOW PROCESS FROM NODE 430.57 TO NODE 430.67 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< op IN INITIAL SUBAREA FLOW-LENGTH(FEET) 630.00 1669.00 ELEVATION DATA: UPSTREAM(FEET) = 1685.60 DOWNSTREAM(FEET) Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.288 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.149 SUBAREA Tc AND LOSS RATE DATA(AMC II): Fp Ap SCS Tc DEVELOPMENT TYPE/ SCS SOIL AREA LAND USE GROUP -�ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.60 0.98 0.10 32 8.29 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 2.73 TOTAL AREA(ACRES) 0.60 PEAK FLOW RATE(CFS) 2.73 po INITIAL SUBAREA FLOW-LENGTH(FEET) 500.00 ELEVATION DATA: UPSTREAM(FEET) 1702.00 DOWN STREAM(FEET) 1686.10 Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)] -*0.20 INS SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.277 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.567 pm SUBAREA Tc AND LOSS RATE DATA(AMC II): am DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 2.10 0.98 0.10 32 7.28 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 low SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 10.34 wn TOTAL AREA(ACRES) = 2.10 PEAK FLOW RATE (CFS) 10.34 FLOW PROCESS FROM NODE 430.61 TO NODE 430.65 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 710.00 T) 1668.40 ELEVATION DATA: UPSTREAM(FEET) = 1688.10 DOWNSTREAM(FEE Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.605 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.034 SUBAREA Tc AND LOSS RATE DATA(AMC II): ift DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.80 0.98 0.10 32 8.60 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 po SUBAREA RUNOFF(CFS) = 3.55 (CFS) 3.55 TOTAL AREA(ACRES) = 0.80 PEAK FLOW RATE FLOW PROCESS FROM NODE 430.57 TO NODE 430.67 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< op IN INITIAL SUBAREA FLOW-LENGTH(FEET) 630.00 1669.00 ELEVATION DATA: UPSTREAM(FEET) = 1685.60 DOWNSTREAM(FEET) Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.288 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.149 SUBAREA Tc AND LOSS RATE DATA(AMC II): Fp Ap SCS Tc DEVELOPMENT TYPE/ SCS SOIL AREA LAND USE GROUP -�ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.60 0.98 0.10 32 8.29 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 2.73 TOTAL AREA(ACRES) 0.60 PEAK FLOW RATE(CFS) 2.73 po 0 FLOW PROCESS FROM NODE 430.65 TO NODE 430.75 IS CODE = 21 ------- -------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 280.00 NSTREAM(FEET) 1660.30 ELEVATION DATA: UPSTREAM(FEET) = 1668.40 DOW Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 to SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.881 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.326 ow SUBAREA Tc AND LOSS RATE DATA(AMC II): SCS Tc DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.20 0.98 0.10 32 5.88 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 1.12 (CFS) 1.12 TOTAL AREA(ACRES) 0.20 PEAK FLOW RATE two FLOW PROCESS FROM NODE 430.67 TO NODE 430.37 IS CODE = 21 on---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ilo >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< an INITIAL SUBAREA FLOW-LENGTH(FEET) 305.00 T) 1660.00 No ELEVATION DATA: UPSTREAM(FEET) = 1669.00 DOWNSTREAM(FEE FLOW PROCESS FROM NODE 430.37 TO NODE 430.77 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< OR INITIAL SUBAREA FLOW-LENGTH(FEET) 425.00 ELEVATION DATA: UPSTREAM(FEET) 1660.00 DOWNSTREAM(FEET) 1647.10 Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.883 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.756 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ow Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.062 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.212 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.) im COMMERCIAL A 0.30 0.98 0.10 32 6.06 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 Oft SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 am SUBAREA RUNOFF(CFS) 1.65 TOTAL AREA(ACRES) = 0.30 PEAK FLOW RATE(CFS) 1.65 FLOW PROCESS FROM NODE 430.37 TO NODE 430.77 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< OR INITIAL SUBAREA FLOW-LENGTH(FEET) 425.00 ELEVATION DATA: UPSTREAM(FEET) 1660.00 DOWNSTREAM(FEET) 1647.10 Tc = K*[(LENGTH** 3.00MELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.883 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.756 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc ow 0 w LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) im COMMERCIAL A 1.10 0.98 0.10 32 6.88 SUBAREA AVERAGE,PERVIOUS LOSS �RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 5.60 TOTAL AREA(ACRES) 1.10 PEAK FLOW RATE(CFS) 5.60 FLOW PROCESS FROM NODE 431.10 TO NODE 431.12 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 780.00 ELEVATION DATA: UPSTREAM(FEET) 1659.00 DOWNSTREAM(FEET) 1644.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 22.328 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.841 bw SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc fps LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) NATURAL FAIR COVER "OPEN BRUSH" A 4.20 0.86 1.00 46 22.33 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00 SUBAREA RUNOFF(CFS) 7.49 TOTAL AREA(ACRES) 4.20 PEAK FLOW RATE(CFS) 7.49 low FLOW PROCESS FROM NODE 430.75 TO NODE 432.45 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< pm INITIAL SUBAREA FLOW-LENGTH(FEET) 710.00 ELEVATION DATA: UPSTREAM(FEET) = 1660.30 DOWNSTREAM(FEET) 1639.50 ow Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 pft SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.512 faw * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.067 SUBAREA Tc AND LOSS RATE DATA(AMC II): 44 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 8.51 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 3.13 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) 3.13 FLOW PROCESS FROM NODE 430.77 TO NODE 432.47 IS CODE = 21 --------- ------------------------------------------------------------------ >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 300.00 on ELEVATION DATA: UPSTREAM(FEET) 1647.60 DOWNSTREAM(FEET) 1639.10 a Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 an SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.071 10 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.206 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.) to COMMERCIAL A 0.20 0.98 0.10 32 6.07 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 to SUBAREA RUNOFF(CFS) 1.10 TOTAL AREA(ACRES) 0.20 PEAK FLOW RATE(CFS) 1.10 FLOW PROCESS FROM NODE 432.31 TO NODE 432.41 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 680.00 ELEVATION DATA: UPSTREAM(FEET) 1646.00 DOWNSTREAM(FEET) 1638.80 aw Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 mm SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 13.122 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.908 fto SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc wo LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) No RESIDENTIAL "5-7 DWELLINGS/ACRE" A 1.60 0.98 0.50 32 13.12 we SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 ism SUBAREA RUNOFF(CFS) 4.93 TOTAL AREA(ACRES) 1.60 PEAK FLOW RATE(CFS) 4.93 FLOW PROCESS FROM NODE 432.51 TO NODE 432.61 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< %w >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 730.00 ELEVATION DATA: UPSTREAM(FEET) = 1646.00 DOWNSTREAM(FEET) 1630.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.671 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.193 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH7HR) (DECIMAL) CN (MIN.) RESIDENTIAL "5-7 DWELLINGS/ACRE" A 3.60 0.98 0.50 32 11.67 40 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 to SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 SUBAREA RUNOFF(CFS) 12.01 TOTAL AREA(ACRES) 3.60 PEAK FLOW RATE(CFS) 12.01 ow FLOW PROCESS FROM NODE 432.45 TO NODE 432.55 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 485.00 us ELEVATION DATA: UPSTREAM(FEET) = 1639.50 DOWNSTREAM(FEET) 1626.80 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 io SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.474 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.478 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 7.47 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 2.42 TOTAL AREA(ACRES) 0.50 PEAK FLOW RATE(CFS) 2.42 ow FLOW PROCESS FROM NODE 432.47 TO NODE 432.57 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< FLOW PROCESS FROM NODE 433.15 TO NODE 433.16 IS CODE = 21 --------- ------------------------------------------------------------------ >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 40 INITIAL SUBAREA FLOW-LENGTH(FEET) 750.00 ELEVATION DATA: UPSTREAM(FEET) 1636.00 DOWNSTREAM(FEET) 1610.80 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.022 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.893 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc INITIAL SUBAREA FLOW-LENGTH(FEET) 490.00 ELEVATION DATA: UPSTREAM(FEET) 1639.00 DOWNSTREAM(FEET) 1627.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.606 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.421 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 7.61 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 2.40 TOTAL AREA(ACRES) = 0.50 PEAK FLOW RATE(CFS) 2.40 FLOW PROCESS FROM NODE 433.15 TO NODE 433.16 IS CODE = 21 --------- ------------------------------------------------------------------ >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 40 INITIAL SUBAREA FLOW-LENGTH(FEET) 750.00 ELEVATION DATA: UPSTREAM(FEET) 1636.00 DOWNSTREAM(FEET) 1610.80 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.022 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.893 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.) to RESIDENTIAL I'll+ DWELLINGS/ACRE" A 8.60 0.98 0.20 32 9.02 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 im SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.20 SUBAREA RUNOFF(CFS) 36.37 TOTAL AREA(ACRES) = 8.60 PEAK FLOW RATE(CFS) 36.37 FLOW PROCESS FROM NODE 432.55 TO NODE 433.65 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 40 INITIAL SUBAREA FLOW-LENGTH(FEET) 720.00 ELEVATION DATA: UPSTREAM(FEET) = 1626.80 DOWNSTREAM(FEET) 1609.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 (aw SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.947 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.918 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc bw LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.80 0.98 0.10 32 8.95 ps SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 to SUBAREA RUNOFF(CFS) 3.47 TOTAL AREA(ACRES) 0.80 PEAK FLOW RATE(CFS) 3.47 pa FLOW PROCESS FROM NODE 432.57 TO NODE 433.67 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< iw >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< am INITIAL SUBAREA FLOW-LENGTH(FEET) 720.00 ,No ELEVATION DATA: UPSTREAM(FEET) = 1627.00 DOWNSTREAM(FEET) 1609.80 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.916 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.928 SUBAREA Tc AND LOSS RATE DATA(AMC II): No DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.80 0.98 0.10 32 8.92 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) 3.48 TOTAL AREA(ACRES) = 0.80 PEAK FLOW RATE(CFS) 3.48 END OF STUDY SUMMARY: TOTAL AREA(ACRES) 0.80 TC(MIN.) 8.92 EFFECTIVE AREA(ACRES) 0.80 AREA -AVERAGED FM(INCH/HR)= 0.10 AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap 0.10 PEAK FLOW RATE(CFS) 3.48 on i I SECTION D STREET FLOW & CATCH BASIN SIZING 4p lw 00 No im ON ow oft r- Rlw RIW 68' CL 10, - 12' 22' 22' 12' .5, 5' 6. 6.5' 5' .5, 2:1 2:1 MAX. MAX. 27. 27. CO/ CONC. SIDEWALK" L�PROP. CONC. PROP. CONC. MEET EXIST Vo' CURB & GUTTER CURB & GUTTER SIDEWALK GROUND MEET EXIST.- KNOX A VENUE GROUND rYPICAL SECRON r. 6.5 STA. 53+53.35 TO 98+64, NOT TO SCALE J:\126-2012\streets\StOl.dwg, 05/18/2004 01:50:56 AM, Wl iw ON *at bw pft bw Opm ko bw OM ow UAWendell\Mv Doctjments%Fomm�CalcsheeLdwu. 12=004 4:0125 PM. Wendell. Wendell JOB K M j2X krV 9--- MADOLE AND ASSOCIATES, INC.. 760—A S. ROCHESTER ONTARIO, CA. 91761 PHONE (909) 937-9151 SHEET NO. CALCULATED OF BY - UR -1 DATE CHECKED BY DATE SCALE k' TS ON *at bw pft bw Opm ko bw OM ow UAWendell\Mv Doctjments%Fomm�CalcsheeLdwu. 12=004 4:0125 PM. Wendell. Wendell 40 do no im im IN fow PM Ow oft ibm om bw Oft #AN ON ii to ilb 40 a 40 to pa Im DESIGN CONDITIONS SUMMARY OF CATCH BASIN INTERCEPTION CB NO. Q C.Ls % Street Depth Ft. Intercepted Q Flowby Q K6 6.5 3.28 0.34 4.7 1.8 K3 K5 10.3 3.28 0.39 6.0 4.3 K4 K4 2.7+4.3 2.60 0.36 7.0 - K3 3.6+1.8 2.60 0.34 5.4 K2 1.1 2.92 0.21 1.1 Kl 1.7 2.92 0.25 1.7 - E12 *24.4+5.6 2.81 0.55 18.5 11.5 E9 E8 *5.6+9+3.1 2.81 0.47 8.2 9.5 E5 E9 11.5+1.1 2.81 0.43 7.0 5.6 E6 E6 5.6+2.4 2.40 0.38 8.0 - E5 2.4+0.1 2AO 0.43 10.8 1.1 E2 El 3.5 SUMP ASSUME 0.33 3.5 - E2 1 1.1+3.5 SUMT ASSUME 0.33 4.6 % STREET CAPACITY OF KNOX AVE. ABOVE C.B. E12 IS 30 C.F.S. TO THE CROWN. FLOWS IN EXCESS OF THE Q100--30 C.F.S. FLOWS TO THE EAST SIDE, I.E. 9 C.F.S. OF THE Q100--39 C.F.S. FROM THE UTILITY CORRIDOR WELL OUT -RIGHT FLOW TO THE EAST SIDE. IN ADDITION, FLOWS FROM THE STREET DRAINAGE AREA THAT WOULD FLOW TO C.B. E12 FORCES ADDITIONAL Q's TO THE EAST SIDE OF KNOX AVE., I.E. 5.6 C.F.S. THEREFORE, FLOWS IN ADDITION TO THE STREET DRAINAGE FLOWS TO THE C.B.s E12 & E8 ARE 24.4 & 14.6 C.F.S., RESPECTIVELY. CAPACITY OF CATCH BASIN INTERCEPTION CB NO. Q C.Ls % Street Depth Intercepted Flowby Ft. Q Q El 23 SUMP .5 23 E2 60 SUMP .8 60 C . 0 >>>>STREETFLOW MODEL INPUT INFORMATION<<<< d.4e4el TO 0 CONSTANT STREET GRADE(FEET/FEET) 0.028000 AA_ - CONSTANT STREET FLOW DEPTH(FEET) 0.67 AVERAGE STREETFLOW FRICTION FACTORWANNING) = 0.015000 ST. CpKAVOL 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) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000 FLOW ASSUMED TO FELL STREET EVENLY ON BOTH SIDES STREET FLOW MODEL RESULTS: - ---- - ---- STREET FLOW DEPTH(FEET) = 0.67 HALFSTREET FLOOD WIDTH(FEET) 22.00 HALFSTREET FLOW(CFS) = 61.32 AVERAGE FLOW VELOCITY(FEET/SEC.) = 8.04 PRODUCT OF DEPTH&VELOCITY = 5.39 ww ON 1w 40 0 to vw 0 imw om 00 om aw om >>>>STREETFLOW MODEL INPUT INFORMATION<<<< ---------- dAf4d I TLf OF 40 CONSTANT STREET GRADE(FEET/FEET) 0.024000 a CONSTANT STREET FLOW DEPTH(FEET) 0.67 AVERAGE STREETFLOW FRICTION FACTORWANNING) = 0.015000 FZ4 0& 40 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 11.00 hy INTERIOR STREET CROSSFALL(DECIMAL) 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) 0.020000 OR CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 ift CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTrER-HIKE(FEET) = 0. 11000 FLOW ASSUMED TO FELL STREET EVENLY ON BOTH SIDES STREET FLOW MODEL RESULTS: iis STREET FLOW DEPTH(FEET) = 0.67 HALFSTREET FLOOD WIDTH(FEET) = 22.00 ST HALFSTREET FLOW(CFS) = 56.77 -m# 4 - AVERAGE FLOW VELOCITY(FEET/SEC.) =- 7.45 PRODUCT OF DEPTH&VELOCITY = 4.99 i� 1175 0,4 rz-A imw om 00 om aw om 910, im >>>>STREETFLOW MODEL INPUT INFORMATION<<<< &4r, OF STr—V—ET — -- — ------ ------------- —rip No .,& � CONSTANT STREET GRAD (FEETIFEET) 0.024000 CONSTANT STREET FLOW DEPTH(FEET) 0.55 AVERAGE STREETFLOW FRICT10N FACTORMANNING) = 0.015000 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) = 0.67 6A CONSTANT SYMMETRICAL GUTTER-WIDTI-I(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000 low FLOW ASSUMED TO FILL STREET ON ONE SIDE. ma STREET FLOW MODEL RESULTS: WARNING: STREET FLOW SPLITS OVER STREET -CROWN. T, &A yo, TO djCW,, STREET FLOW DEPTH(FEET) = 0.55 A HALFSTREET FLOOD WIDTH(FEET) = 22.00 HALFSTREET FLOW(CFS) = 27.95 -4 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.61 PRODUCT OF DEPTH&VELOCITY = 3.09 bw ow on 0 0 >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET ORADE(FEET/FEETI = 6.032800 CONSTANT STREET FLOW(CFS) = 6.50 we'd AVERAGE STREETFLOW FRICTION FACTURE(MANNING) = 0.0 15000 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 pa CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 f im CONSTANT SYMMETRICAL GUT-TER-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) = 0.34 net HALFSTREET FLOOD WIDTH(FEET) = 11.43 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.61 PRODUCT OF DEPTH&VELOCITY = 1.56 me 60 pm am pm INN o' 0 0 "a im No im OM No wn ino om INS OM ifiv 0 0 0 I >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETTLOW(CFS) = 6.50 GUTTER FLOWDEPTff(-FEET) = 0.34 BASIN LOCAL DEPRESSION(FEET) = 0. 17 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.63 1.10 3.00 1.25 3.50 1.44 4.00 1.63 4.50 1.81 5.00 2.00 5.50 2.18 6.00 2.36 6.50 2.55 7.00 2.72 7.50 2.89 8.00 3.05 8.50 3.20 9.00 3.35 9.50 3.49 10.00 3.63 10.50 3.77 11.00 3.91 11.50 4.05 12.00 4.19 12.50 4.32 13.00 4.45 13.50 4.58 14.00 4.70 14.50 4.81 15.00 4.92 15.50 5.03 16.00 5.13 16.50 5.23 17.00 5.32 17.50 5.41 18.00 5.50 18.50 5.58 19.00 5.66 19.50 5.73 20.00 5.81 20.50 5.88 21.00 5.94 21.50 6.01 Cps I . A v >>>>STREETFLOW MODEL INPUT INFORMATION<*<<< CONSTANT STREET GRADE(FEET/FEET) = 0.032800 pel CONSTANT STREET FLOW(CFS) = 10.30 AVERAGE STREETFLOW FRICTION FACTORWANNING) = 0.0 15000 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 BEIGHT(FEET) = 0.67 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(FEEn�--�-�'(-- HALFSTREET FLOOD WIDTH(FEET) = 13.99 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.99 PRODUCT OF DEPTH&VELOCITY = 1.95 6w pa 60 ow 4 >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of pw Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 10.30 GUTTER FLOWDEPTH(FEET) = 0.39 io BASIN LOCAL DEPRESSION(FEET) = 0. 17 K I KT�F le OIL P6r FL-bwoy P =- ----------------------------------------- - --------------------------------- FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 3.57 1.81 4.00 2.01 4.50 2.24 5.00 2.47 5.50 2.69 6.00 2.91 6.50 3.14 7.00 3.36 7.50 3.58 8.00 3.80 8.50 4.01 9.00 4.23 9.50 4.42 10.00 4.62 PM 10.50 4.81 11.00 5.00 bw 11.50 5.18 12.00 5.35 MR 12.50 5.52 iw 13.00 5.69 13.50 5.86 Pft 14.00 6.03 14 : 14.50 6.20 io 15.00 6.37 15.50 6.53 16.00 6.69 16.50 6.85 17.00 7.01 17.50 7.16 18.00 7.31 18.50 7.45 19.00 7.59 19.50 7.73 6 20.00 7.86 20.50 7.98 21.00 8.10 21.50 8.22 22.00 8.33 22.50 8.44 K I KT�F le OIL P6r FL-bwoy P =- we ow pm iw AN ON c,9 h," 4- >>>>STREETFLOW MODEL INPUT INFORMATION<<<< --- -- ------------- 4,1: CONSTANT STREET GRADE(FEET/FEET) = 0.026000 CONSTANT STREET FLOW(CFS) = 7.00 -71 AVERAGE STREETFLOW FRICTION FACTORNANNING) = 0.015000 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) = 0.67 fAW CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 oft CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ikw STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.36 -94 HALFSTREET FLOOD WIDM(MM = 12.71 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.07 PRODUCT OF DEPTH&VELOCITY = 1.48 we ow pm iw AN ON >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of. L4 NL E Public Roads nomograph plots for flowby basins and sump basins. 0- IS K STREETFLOW(CFS) = 7.00 d GUITER FLoWDS7MTETT-) = 0.36 BASIN LOCAL DEPRESSION(FEET)= 0.17 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.66 1.21 3.00 1.35 3.50 1.56 4.00 1.76 4.50 1.96 5.00 2.16 5.50 2.36 6.00 2.56 6.50 2.75 7.00 2.94 7.50 3.12 8.00 3.30 8.50 3.46 9.00 3.61 9.50 3.77 10.00 3.92 10.50 4.07 11.00 4.22 11.50 4.37 12.00 4.52 12.50 4.66 13.00 4.80 13.50 4.94 14.00 5.07 14.50 5.19 15.00 5.31 15.50 5.42 16.00 5.53 16.50 5.64 17.00 5.74 17.50 5.83 18.00 5.93 18.50 6.01 19.00 6.10 19.50 6.18 20.00 6.25 20.50 6.33 21.00 6.40 21.50 6.47 0 0 po faw OM 40 7 do 22.00 6.53 22.50 6.59 23.00 6.65 23.50 6.71 24.00 6.76 24.50 6.81 25.00 6.86 25.50 6.91 26.00 26.50 6.95 6.99 26.56 7.00 IN TER a F -PT, wo iw go aw ON wo we bw om >>>>STREETT7LOW MODEL INPUT INFORMATION<<<< ---------- CONSTANT STREET GRADE(FEET/FEET) = 0.026000 CONSTANT STREET FLOW(CFS) = 5.40,-+ 5,4 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 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) = 0.67 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 STREET FLOW MODEL RESULTS: oft ----- — ----- -------------- No STREET FLOW DEPTH� �-0.34, --A HALFSTREET FLOOD WIDTH(FEET) = 11.43 go AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.83 PRODUCT OF DEPTH&VELOCITY = 1.30 Im wo iw go aw ON wo we bw om >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 5.40 -4 Ole GUTTER FLOd 5EM�(FEET)�= 0.34 BASIN LOCAL DEPRESSION(FEET)= 0.17 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTTON 2.19 0.92 2.50 1.04 3.00 1.23 3.50 1.42 4.00 1.60 4.50 1.79 5.00 1.97 5.50 2.15 6.00 2.32 6.50 2.49 7.00 2.64 7.50 2.79 8.00 2.93 8.50 3.07 9.00 3.21 9.50 3.35 10.00 3.49 10.50 3.62 11.00 3.75 11.50 3.87 12.00 3.99 12.50 4.10 13.00 4.20 13.50 4.30 14.00 4.40 14.50 4.49 15.00 4.57 15.50 4.66 16.00 4.73 16.50 4.81 17.00 4.88 17.50 4.94 18.00 5.01 18.50 5.07 19.00 5.13 19.50 5.18 20.00 5.23 20.50 5.28 21.00 5.33 1 9 -, I I I r , I t - I a-,- I a" I I , I v I 00 tA 000 C) -4 71 Vi >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) = 0.029200 ti CONSTANT STREET FLOW(CFS) = 1.10 .4 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.0 15000 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) = 0.67 bw CONSTANT SYM?vfETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.11000 FLOW ASSUMED TO FELL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = 0.21 HALFSTREET FLOOD WIDTH(FEET) = 5.02 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.08 PRODUCT OF DEPTH&VELOCITY = 0.65 Oft go ow imo me IN op 4m io >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 1. 10 GUTTER FLOWDEPTH(FEET) = 0.21 BASIN LOCAL DEPRESSION(FEET) = 0. 17 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 0.77 0.17 1.00 0.21 1.50 0.31 2.00 0.41 2.50 0.50 3.00 0.58 3.50 0.66 4.00 0.73 4.50 0.80 5.00 0.86 5.50 0.91 6.00 0.96 6.50 1.00 7.00 1.04 7.50 7.73 1.08 1.10 .4 14 Ll KLE K t6 V -Z, on 16 >>>>STREETTLOW MODEL INPUT INFORMATION<<<< -------- — ----- — -- -- — — -- — ---- — ------- -- — ------ — CONSTANT STREET GRADE(FEETIFEET) = 0.029200 ftw CONSTANT STREET FLOW(CFS) = 1.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 am CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11-00 VAw INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 om CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 ow CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 om CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS tw STREET FLOW MODEL RESULTS: *m — ---------- — ------ — ----- — ------- — ------ — -- — -- — -- — -- — -- — to STREET FLOW DEPTH(FEET) = 0.25 —ok— HALFSTREET FLOOD WIDTH(FEE17= 6.95 am AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.89 PRODUCT OF DEPTH&VELOCITY = 0.72 of go go an ow aw an lag 0 - %NW 00% %w an vw On wo oft 0M to 40 do 40 do >>>>FLOVMY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and s=p basins. STREETFLOW(CFS) = 1.70 4 GUITER FLOWDEPTH(FEET) = 0.25 BASIN LOCAL DEPRESSION(FEET) = 0. 17 ------ ------------- - -- - ----------- - -- - -- FLOWBY BASIN ANALYSIS RESULTS: - ---------- - - BASIN WIDTH FLOW INTERCEPTION 0.98 0.27 1.00 0.27 1.50 0.40 2.00 0.52 2.50 0.64 3.00 0.76 3.50 0.86 4.00 0.96 4.50 1.05 5.00 1.14 5.50 1.22 6.00 1.30 6.50 1.37 7.00 1.43 7.50 1.49 8.00 1.54 8.50 1.59 9.00 1.64 9.50 1.68 1.70 14 9.79 F7 r7l ow so ba pm br am ow Im" 40 �A-P, Pf S-Tiect;T >>>>STREETFLOW MODEL INPUT INFORMATION<"::<`� CONSTANT STREET 000 "o CONSTANT STREET FLOW DEPTH(FEET) = 0. 5 16 sj ,AGE STREETFLOW FRICTION FACTORMANNING) = 0.015000 AVEp om CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 11-00 mw INTERIOR STREET CROSSFALL(DECIMAL) 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) 0.020000 On CONSTANT SYMMETRICAL CURB BEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 ww CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 CONSTANT SYMMETRICAL GUT-rER-HIKE(FEET)= 0-11000 Nm FLOW ASSUMED TO FILL STREET ON ONE SIDE. STREET FLOW MODEL RESULTS: A --- ------- - -------- - - ------------- WARNING: STREET FLOW SPLITS OVER STREET -CROWN. k) STREET FLOW DEPTHTEET) = 0.55 HALFSTREET FLOOD WIDTH(FEET) = 22.00 HALFSTREET FLOW(CFS) = 30.19 ---4 AVERAGE FLOW vELOCITY(FEET/SEC.) = 6.06 PRODUCT OF DEpTH&VELOCITY = 3.33 ow so ba pm br am ow Im" 40 0 >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< ----- ------ -- ---- ---------- ---- -- PM Curb inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. PM STREETFLOW(CFS) = 30.00 GUTTER FLOWDEPTH(FEET) = 0.55 No BASIN LOCAL DEPRESSION(FEET)= 0.17 am - ---------- - ---------- - -------- FLOWBY BASIN ANALYSIS RESULTS: No BASIN WIDTH FLOW INTERCEPTION PM 7.01 5.60 wo 7.50 5.95 8.00 6.31 PM 8.50 6.67 9.00 7.02 9.50 7.38 10.00 7.73 10.50 8.08 11.00 8.42 11.50 8.77 12.00 9.12 12.50 9.46 13.00 9.80 13.50 10.14 14.00 10.48 14.50 10.82 15.00 11.16 PM 15.50 11.50 16.00 11.83 60 16.50 12.17 17.00 12.50 go 17.50 12.84 to 18.00 13.13 18.50 13.41 RM 19.00 13.69 19.50 13.98 ib 20.00 14.26 20.50 14.53 4M 21.00 14.81 IN 21.50 15.09 22.00 15.36 22.50 15.63 MR 23.00 15.90 bi 23.50 16.17 24.00 16.44 go 24.50 16.70 iN 25.00 16.97 25.50 17.23 26.00 17.50 ON Pa aw 31.00 20.07 31.50 20.32 am 32.00 20.57 32.50 26.50 17.76 33.00 21.04 om 27.00 27.50 18.02 18.28 34.00 21.50 28.00 18.54 21.73 35.00 28.50 18.79 35.50 Tv", im 29.00 19.05 Roo r3 36.50 22.58 29.50 19.31 22.78 37.50 30.00 19.56 38.00 OY3 Eq 30.50 19.81 39-00 31.00 20.07 31.50 20.32 am 32.00 20.57 32.50 20.81 Im 33.00 21.04 om 33.50 21.28 34.00 21.50 low 34.50 21.73 35.00 21.95 00 35.50 22.16 im 36.00 22.37 36.50 22.58 37.00 22.78 37.50 22.98 38.00 23.18 38.50 23.37 39-00 23.56 39.50 23.75 40.00 23.93 40.50 24.10 nn ')A I R 41.50 24.45 am 42.00 24.62 42.50 24.78 Im 43.00 24.94 om 43.50 25.10 44.00 25.25 low 44.50 25.41 45.00 25.55 00 45.50 25.70 im 46.00 25.84 46.50 25.98 47.00 26.12 47.50 26.25 48.00 26.38 48.50 26.51 49.00 26.64 49.50 26.76 50.00 26.88 50.50 27.00 51-00 27.11 51.50 27.23 52.00 27.34 52.50 27.45 53.00 27.55 53.50 27.66 54.00 27.76 -0 pw bw do we as IN 54.50 27.86 55.00 27.95 55.50 28.05 56.00 28.14 56.50 28.23 57.00 28.32 57.50 28.40 58.00 28.49 58.50 28.57 59.00 28.65 59.50 28.73 60.00 28.81 60.50 28.88 61.00 28.95 61.50 29.03 62.00 29.09 62.50 29.16 63.00 29.23 63.50 29.29 64.00 29.36 64.50 29.42 65.00 29.48 65.50 29.53 66.00 29.59 66.50 29.65 67.00 29.70 67.50 29.75 68.00 29.80 68.50 29.85 69.00 29.90 69.50 29.95 70.00 29.99 70.10 30.00 pw bw do we as IN 0, >>>>STREETTLOW MODEL INPUT INFORMATION<<<< 14 le ---- — -- — ----- CONSTANT STREET GRADE(FEET/FEET) 0.028000 CONSTANT STREET FLOW(CFS) = 17.70 AVERAGE STREETFLOW FRICTION F—A=(MANNING) = 0.015000 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) = 0.67 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: low STREET FLOW DEPTHZEED = 0.47 qg�— HALFSTREET FLOOD WIDTH(FEET) = 17.84 om AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.39 PRODUCT OF DEPTH&VELOCITY = 2.51 ilm aw an >>>>FLOVrBY 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. 40 an STREETFLOW(CFS) = 17.70 r GUTTER FLOWDEPTH(kEE 1) = 0.47 to BASIN LOCAL DEPRESSION(FEET) = 0. 17 am No FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 4.95 3.22 5.00 3.25 5.50 3.55 6.00 3.84 6.50 4.13 7.00 4.42 7.50 4.70 8.00 4.99 8.50 5.27 9.00 5.55 9.50 5.84 10.00 6.11 10.50 6.39 11.00 6.67 11.50 6.95 12.00 7.22 12.50 7.49 13.00 7.73 13.50 7.97 14.00 8.20 14.50 8.44 YIJS7 15.00 8.67 1=0 1550 890 - 16.00 9.12 16.50 9.34 17.00 9.56 17.50 9.78 18.00 10.00 18.50 10.21 19.00 10.43 19.50 10.64 20.00 10.85 20.50 11.06 21.00 11.27 21.50 11.48 22.00 11.69 22.50 11.90 23.00 12.10 23.50 12.29 0 77 24.00 12.48 24.50 12.67 25.00 12.85 25.50 13.03 26.00 13.20 26.50 13.37 27.00 13.53 27.50 13.69 28.00 13.85 28.50 14.00 29.00 14.15 29.50 14.29 30.00 14.43 MM 30.50 14.57 31.00 14.70 60 31.50 14.83 32.00 14.96 32.50 15.08 33.00 15.20 33.50 15.31 34.00 15.43 34.50 15.54 35.00 15.64 35.50 15.75 36.00 15.85 36.50 15.95 37.00 16.04 37.50 16.14 38.00 16.23 38.50 16.31 39.00 16.40 39.50 16.48 40.00 16.56 40.50 16.64 41.00 16.72 41.50 16.79 42.00 16.86 42.50 16.93 43.00 17.00 43.50 17.06 44.00 17.13 44.50 17.19 45.00 17.25 45.50 17.30 46.00 17.36 46.50 17.41 47.00 17.46 47.50 17.51 48.00 17.56 48.50 17.61 49.00 17.66 49.50 17.70 49.51 17.70 77 om STREET FLOW DEP I FH(FEET) 0.43 HALFSTREET FLOOD WIDTH(FEET) = 15.91 "a AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.78 PRODUCT OF DEPTH&VELOCITY = 2.05 im on di I" to >>>>STREETFLOW MODEL INPUT INFORMATION-,-"::`:: — ------ — ----- — -- — — — ----------- — -- — ------------------ — -- — - -------- CONSTANT STREET GRADE(FEET/FEET) = 0.028000 CF CONSTANT STREET FLOW AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 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) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUITER-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: om STREET FLOW DEP I FH(FEET) 0.43 HALFSTREET FLOOD WIDTH(FEET) = 15.91 "a AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.78 PRODUCT OF DEPTH&VELOCITY = 2.05 im on di I" to 0 an 40 Oft Nw sm go 9M im am aw 0 on im 0 M do ON fm >>>>FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION<<<< - ------ - -- - -- ----- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. STREETFLOW(CFS) = 12.60 GUTTER FLOWDEPTH(FEET) 0.43 BASIN LOCAL DEPRESSION(FEET)= 0.17 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 3.90 2.26 4.00 2.31 4.50 2.57 5.00 2.83 5.50 3.09 6.00 3.34 6.50 3.60 7.00 3.85 7.50 4.10 8.00 4.35 8.50 4.60 9.00 4.85 9.50 5.09 10.00 5.32 10.50 5.54 11.00 5.76 11.50 5.97 12.00 6.18 12.50 6.38 13.00 6.58 13.50 6.78 14.00 6.97 14.50 7.16 15.00 7.36 FILD 15.50 7.55 LJ 16.00 7.73 16.50 7.92 17.00 8.11 17.50 8.29 18.00 8.48 18.50 8.65 19.00 8.82 19.50 8.99 20.00 9.15 20.50 9.31 21.00 9.46 21.50 9.61 22.00 9.75 22.50 9.89 go 23.00 10.02 to 23.50 10.15 24.00 10.28 om 24.50 10.40 go 25.00 10.52 25.50 10.63 26.00 10.74 26.50 10.85 27.00 10.95 27.50 11.05 28.00 11.15 aw 28.50 11.24 29.00 11.33 29.50 11.42 30.00 11.50 30.50 11.58 31.00 11.66 om 31.50 11.74 am 32.00 11.81 32.50 11.88 33.00 11.95 33.50 12.02 34.00 12.08 34.50 12.14 own 35.00 12.20 mo 35.50 12.26 36.00 12.31 36.50 12.36 37.00 12.41 37.50 12.46 38.00 12.51 am 38.50 12.55 39.00 12.60 im 39.02 12.60 VA aw 0., >>>>STREETTLOW MODEL INPUT INFORMATION<<<< - ----- — ----- -- - ------ - ----- CONSTANT STREET GRADE(FEET/FEET) = 0.024000 +50(o CONSTANT STREET FLOW(CFS) = 8.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 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) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03000 Iwo CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0. 11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS km STREET FLOW MODEL RESULTS: Oft---- - ---------- - — --- - -- - ----------- - -------------- - ---------- - -- - - �mw STREET FLOW DEPTH(FEET) = 0.38 'd HALFSTREET FLOOD WIDTH(FEET) = 13.35 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.24 PRODUCT OF DEPTH&VELOCITY = 1.60 om im 4m IN M low W. TAW >>>>FLOV,rBY 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 -4- 5� -� e 14 + 51 40 GUTTER FLOWDEPTH(FEET) = 0.38 BASIN LOCAL DEPRES SION(FEET) = 0. 17 FLOWBY BASIN ANALYSIS RESULTS: BASIN WIDTH FLOW INTERCEPTION 2.85 1.40 3.00 1.46 3.50 1.68 4.00 1.90 4.50 2.12 5.00 2.34 5.50 2.55 6.00 2.76 6.50 2.98 7.00 3.19 7.50 3.38 8.00 3.57 8.50 3.76 9.00 3.94 9.50 4.11 10.00 4.27 10.50 4.44 11.00 4.60 11.50 4.76 12.00 4.93 12.50 5.08 13.00 5.24 13.50 5.39 14.00 5.54 14.50 5.69 15.00 5.82 15.50 5.96 16.00 6.08 16.50 6.20 17.00 6.32 17.50 6.43 18.00 6.54 18.50 6.64 19.00 6.74 19.50 6.84 20.00 6.93 20.50 7.01 21.00 7.10 21.50 7.18 0 go 22.00 7.26 im 22.50 7.33 23.00 7.40 23.50 7.47 24.00 7.53 24.50 7.59 25.00 7.65 25.50 7.71 26.00 7.76 26.50 7.81 27.00 7.86 27.50 7.91 28.00 7.95 28.50 8.00 28.54 8.00 aft to FM No FM am oft im ow mo pa iw on Im im 0 an im 0 pa A 64 66 >>>>STREETFLOW MODEL INPUT INFORMATION<` — -- — -- — -- — -- — -- — --------------- — ------ — -- — ---- — ---- — --------- — - om CONSTANT STREET GRADE(FEET/FEET) = 0.024000 =Zr44- CONSTANT STREET FLOW(CFS) = 11 .90 14 -- - --- 4 AVERAGE STREETff,5W 'FRICTION FACTOR(MANNING) = 0.015000 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) = 0.67 bw CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LINFEET) = 0.03000 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0-11000 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND n-IEN SPLITS STREET FLOW MODEL RESULTS: -------- — ------ — -- — ---------- — --- — ---------- ------ — ---------- — ----- STREET FLOW DEPTH(FEET) = 0.43 -4— HALFSTREET FOOD WIDTH(FEET) = 15.91 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.51 PRODUCT OF DEPTH&VELOCITY = 1.93 ON ow sm 6w 0 >>>>FLOVrBy 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) = 11 .90 r'GA 6? GUTTER FLoWDEPTH(FEET) = 0.43 ww BASIN LOCAL DEPRESSION(FEET)= 0.17 PM- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOWBY BASIN ANALYSIS RESULTS: ftw BASIN WIDTH FLOW INTERCEPTION pw 3.69 2.13 ow 4.00 2.30 4.50 2.56 5.00 2.82 5.50 3.07 6.00 3.33 6.50 3.58 7.00 3.83 7.50 4.08 8.00 4.33 8.50 4.58 9.00 4.82 9.50 5.05 10.00 5.27 10.50 5.49 11.00 5.70 11.50 5.90 12.00 6.10 12.50 6.30 13.00 6.50 13.50 6.69 14.00 6.88 14.50 7.07 15.00 7.26 15.50 7.45 16.00 7.64 16.50 7.82 17.00 8.00 17.50 8.18 18.00 8.35 18.50 8.52 19.00 8.68 19.50 8.83 20.00 8.99 20.50 9.13 40 21.00 9.27 21.50 9.41 22.00 9.54 22.50 9.67 I m sm di 0 0 no No 23.00 9.79 23.50 9.91 24.00 10.02 24.50 10.13 25.00 25.50 10.24 10.34 26.00 10.44 aw 26.50 27.00 10.54 10.63 27.50 10.72 IN-TE9 28.00 10.81 28.50 10.89 29.00 10.97 29.50 11.05 30.00 11.12 to 30.50 11.19 31.00 11.26 oft 31.50 11.33 aw 32.00 11.39 32.50 11.46 olm 33.00 11.52 33.50 11.57 aw 34.00 11.63 34.50 11.68 on 35.00 11.73 35.50 11.78 36.00 11.83 36.50 11.87 36.85 11.90 V sm di 0 0 no No w iw on ow PM 6w am NO PM ifty OM raw ON im bw oft ikw go in >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< A - ---------- - ----- - ---------- - ------- - ---------- - --------------------- Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 3.50 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.33 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 5.98 0 me >>>>SLJNT 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) = 4.60 BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.33 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 7.86 an am on as em ow am vM w to 0 40 IN 0 I 0� No No ow am OWN w aw 4M ig 0 >>>>SLTMP TYPE BASIN INPUT INFORMATION<<<< Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 23.00 BASIN OPENING(FEET) = 0.80 DEPTH OF WATER(FEET) = 0.50 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 21.07 Lbr to 4,6.4 T4 0 P I tq LCT = Z �r-, 0 1 /5? .5 yq 0 0 sm im on pw PM No am No 0 M so >>>>SUMP TYPE BASIN INPUT INFORMATION<<<< t L3 F -;� Curb Inlet Capacities are approximated based on the Bureau of Ptu K KP)� Public Roads nomograph plots for flowby basins and sump basins. ?!APA -e- ("T Y BASIN INFLOW(CFS) = 60.00 BASIN OPENING(FEET) = 0.80 DEPTH OF WATER(FEET) = 0.80 >>>>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) 27.16 LVA,1r4&jjy IN—LX:? 'Z- �PV f rz & .5 Aj2i5;>t-n-vN4-1-- #�Z� JO Cc t (C> t -A "t Cp 15cig 74 / SECTION H STORM DRAIN HYDRAULICS STORM DRAIN HYDRAULICS LINE"E"" a I a A a I a 1 9 1 1 1 t I t I f I F I I a i a 1 9 1 FILE: ER3.WSW W S P G W - CIVILDESIGN version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) Q100 FROM SUMMIT To 30+22.29 JN 126-2010 wli ER3.wsw Invert Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1012.280 1598.510 4.092 1602.602 405.10 21.37 7.09 1609.69 .00 5.21 4.80 5.500 .000 .00 0 .0 17.100 .0181 .0178 .30 4.09 1.90 4.06 .013 .00 .00 PIPE 1029.380 1598.820 4.094 1602.914 405.10 21.36 7.09 1610.00 5.50 5.21 4.80 5.500 .000 .00 0 .0 26.620 .0180 .0178 .47 5.50 1.89 4.07 .013 .00 .00 PIPE 1056.000 1599.300 4.096 1603.396 405.10 21.35 7.08 1610.47 .00 5.21 4.80 5.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I - PUNCT STR * 0200 1 1 1 1 .0240 .05 4.10 1.89 .015 .00 .00 PIPE 1058.000 1599.340 4.031 1603.371 402.70 21.58 7.23 1610.60 .00 5.20 4.87 5.500 .000 .00 0 .0 2.800 .0143 .0183 .05 4.03 1.94 4.52 .013 .00 .00 PIPE 1060.800 1599.380 4.026 1603.406 402.70 21.61 7.25 1610.66 .00 5.20 4.87 5.500 .000 .00 0 .0 .200 .0501 .0183 .00 4.03 1.95 2.87 .013 .00 .00 PIPE 1061.000 1599.390 4.028 1603.418 402.70 21.59 7.24 1610.66 .00 5.20 4.87 5.500 .000 .00 0 .0 6��UNCT STR .0200 .0246 .05 4.03 1.94 .015 .00 .00 PIPE 1063.000 1599.430 3.985 1603.415 401.10 21.76 7.35 1610.77 .00 5.20 4.91 5.500 .000 .00 0 .0 70.360 .0180 .0187 1.32 3.99 1.98 4.04 .013 .00 .00 PIPE 1133.360 1600.700 3.968 1604.668 401.10 21.85 7.42 1612.08 .00 5.20 4.93 5.500 .000 .00 0 .0 64UNCT STR .0242 .0273 .27 3.97 2.00 .015 .00 .00 PIPE 1143.260 1600.940 3.616 1604.555 384.90 23.24 8.39 1612.94 .00 5.15 5.22 5.500 .000 .00 0 .0 133.000 .0248 .0213 2.83 3.62 2.30 3.48 .013 .00 .00 PIPE a a a i a j a I a I I I I I r I I I t I I 1 9 1 a I t I I I a I FILE: ER3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) Q100 FROM SUMMIT To 30+22.29 JN 126-2010 wli ER3.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1276.260 1604.240 3.733 1607.973 384.90 22.42 7.80 1615.78 .10 5.15 5.14 5.500 .000 .00 0 .0 38.006 .0248 .0200 .76 3.83 2.16 3.48 .013 .00 .00 PIPE 1314.266 1605.182 3.785 1608.968 384.90 22.08 7.57 1616.53 .10 5.15 5.10 5.500 .000 .00 0 .0 82.984 .0248 .0185 1.54 3.88 2.10 3.48 .013 .00 .00 PIPE 1397.250 1607.240 3.955 1611.195 384.90 21.05 6.88 1618.07 .00 5.15 4.94 5.500 .000 .00 0 .0 5.500 .0200 .0233 .13 3.95 1.93 4.22 .015 .00 .00 PIPE 1402.750 1607.350 3.948 1611.298 384.90 21.09 6.90 1618.20 .08 5.15 4.95 5.500 .000 .00 0 .0 63.625 .0200 .0172 1.09 4.03 1.94 3.76 .013 .00 .00 PIPE 1466.375 1608.624 4.016 1612.640 384.90 20.71 6.66 1619.30 .08 5.15 4.88 5.500 .000 .00 0 .0 102.800 .0200 .0160 1.64 4.10 1.87 3.76 .013 .00 .00 PIPE 1569.175 1610.681 4.206 1614.887 384.90 19.74 6.05 1620.94 .07 5.15 4.67 5.500 .000 .00 0 .0 60.385 .0200 .0144 .87 4.28 1.70 3.76 .013 .00 .00 PIPE 1629.560 1611.890 4.416 1616.306 384.90 18.82 5.50 1621.81 .06 5.15 4.38 5.500 .000 .00 0 .0 37.480 .0200 .0131 .49 4.48 1.53 3.76 .013 .00 .00 PIPE 1667.040 1612.640 4.655 1617.295 384.90 17.95 5.00 1622.30 .05 5.15 3.97 5.500 .000 .00 0 .0 14.297 .0199 .0122 .17 4.71 1.36 3.76 .013 .00 .00 PIPE 1681.337 1612.925 4.812 1617.737 384.90 17.46 4.73 1622.47 .04 5.15 3.64 5.500 .000 .00 0 .0 11.323 .0199 .0116 .13 4.86 1.25 3.76 .013 .00 .00 PIPE a i a I a I t I t i I I I I t I t I I I f I I I I I I I i a I a I a I FILE: ER3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) Q100 FROM SUMMIT TO 30+22.29 JN 126-2010 wli ER3.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1692.660 1613.150 5.150 1618.300 384.90 16.65 4.30 1622.60 .00 5.15 2.69 5.500 .000 .00 0 .0 64- WNCT STR I , 0565 .0162 .25 5.18 1.00 1 1 * 015 .00 1 , 00 1 PIPE 1708.060 1614.020 6.550 1620.570 296.50 15.10 3.54 1624.11 .00 4.66 .00 5.000 .000 .00 0 .0 59.368 .0237 .0130 .77 .00 .00 3.20 .013 .00 .00 PIPE 1767.428 1615.427 6.036 1621.462 296.50 15.10 3.54 1625.00 .00 4.66 .00 5.000 .000 .00 0 .0 HYDRAULIC JUMP 1767.428 1615.427 3.502 1618.929 296.50 20.18 6.33 1625.25 .07 4.66 4.58 5.000 .000 .00 0 .0 27.572 .0237 .0181 .50 3.57 1.99 3.20 .013 .00 .00 PIPE 1795.000 1616.080 3.549 1619.629 296.50 19.89 6.15 1625.77 .00 4.66 4.54 5.000 .000 .00 0 .0 I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- �,5`NCT STR .0250 1 1 1 1 .0253 1 .05 3.62 1.93 .015 .00 .00 PIPE 1797.000 1616.130 3.318 1619.448 287.70 20.80 6.72 1626.16 .08 4.62 4.72 5.000 .000 .00 0 .0 7.000 .0229 .0201 .14 3.40 2.14 3.17 .013 .00 .00 PIPE 1804.000 1616.290 3.324 1619.614 287.70 20.76 6.69 1626.30 .00 4.62 4.72 5.000 .000 .00 0 .0 JUNCT STR .0250 .0276 .06 3.40 2.13 .015 .00 .00 PIPE 1806.000 1616.340 3.203 1619.543 282.80 21.29 7.04 1626.58 .09 4.60 4.80 5.000 .000 .00 0 .0 124.060 .0238 .0205 2.55 3.29 2.25 3.09 .013 .00 .00 PIPE 1930.060 1619.290 3.310 1622.600 282.80 20.50 6.53 1629.13 .00 4.60 4.73 5.000 .000 .00 0 .0 12.920 .0240 .0262 .34 3.31 2.12 3.41 .015 .00 .00 PIPE FILE: ER3.WSW W S P G W - CIVILDESIGN version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) Q100 FROM SUMMIT To 30+22.29 JN 126-2010 wli ER3.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1942.980 1619.600 3.301 1622.901 282.80 20.56 6.56 1629.47 .08 4.60 4.74 5.000 .000 .00 0 .0 9.020 .0233 .0196 .18 3.38 2.13 3.12 .013 .00 .00 PIPE I I I I I I I I I I I 1 1 1952.000 1619.810 3.311 1623.121 282.80 20.49 6.52 1629.64 .00 4.60 4.73 5.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 13JUNCT STR .0200 .0275 .05 3.39 2.11 .015 .00 .00 PIPE 1954.000 1619.850 3.139 1622.989 275.80 21.25 7.02 1630.00 .09 4.57 4.83 5.000 .000 .00 0 .0 74.078 .0229 .0214 1.59 3.22 2.29 3.08 .013 .00 .00 PIPE 2028.078 1621.546 3.164 1624.710 275.80 21.05 6.88 1631.59 .08 4.57 4.82 5.000 .000 .00 0 .0 168.245 .0229 .0200 3.36 3.25 2.25 3.08 .013 .00 .00 PIPE 2196.323 1625.397 3.298 1628.695 275.80 20.07 6.25 1634.95 .07 4.57 4.74 5.000 .000 .00 0 .0 82.677 .0229 .0178 1.47 3.37 2.08 3.08 .013 .00 .00 PIPE 2279.000 1627.290 3.442 1630.732 275.80 19.14 5.69 1636.42 .00 4.57 4.63 5.000 .000 .00 0 .0 +NCT STR .0250 .0173 .03 3.44 1.91 .013 .00 .00 PIPE 2281.000 1627.340 3.317 1630.657 271.30 19.62 5.98 1636.63 .00 4.54 4.73 5.000 .000 .00 0 .0 14.000 .0229 .0177 .25 3.32 2.02 3.05 .013 .00 .00 PIPE 2295.000 1627.660 3.341 1631.001 271.30 19.46 5.88 1636.88 .00 4.54 4.71 5.000 .000 .00 0 .0 UNCT STR .0250 .0245 .05 3.41 1.99 .015 .00 .00 PIPE 2297.000 1627.710 3.188 1630.898 265.50 20.10 6.27 1637.17 .08 4.51 4.81 5.000 .000 .00 0 .0 24.000 .0229 .0190 .46 3.26 2.14 3.00 .013 .00 .00 PIPE FILE: ER3.WSW W S P G W - CIVILDESIGN version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) Q100 FROM SUMMIT To 30+22.29 JN 126-2010 wli ER3.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 2321.000 1628.260 3.215 1631.475 265.50 19.90 6.15 1637.62 .00 4.51 4.79 5.000 .000 .00 0 .0 OUNCT STR .0200 .0263 .05 3.29 2.10 1 .015 .00 1 .00 1 PIPE 2323.000 1628.300 3.055 1631.355 259.20 20.62 6.60 1637.96 .08 4.48 4.88 5.000 .000 .00 0 .0 33.980 .0230 .0206 .70 3.14 2.26 2.96 .013 .00 .00 PIPE 2356.980 1629.080 3.075 1632.155 259.20 20.46 6.50 1638.66 .00 4.48 4.87 5.000 .000 .00 0 .0 01DUNCT STR 0167 1 .0297 .39 1 3.16 2.23 015 .00 00 PIPE 2370.120 1629.300 2.842 1632.142 250.50 21.74 7.34 1639.48 .09 4.43 4.95 5.000 .000 .00 0 .0 47.190 .0268 .0239 1.13 2.93 2.51 2.76 .013 .00 .00 PIPE 2417.311 1630.565 2.868 1633.433 250.50 21.50 7.18 1640.61 .09 4.43 4.95 5.000 .000 .00 0 .0 116.937 .0268 .0222 2.60 2.96 2.47 2.76 .013 .00 .00 PIPE 2534.247 1633.698 2.983 1636.681 250.50 20.50 6.52 1643.21 .08 4.43 4.91 5.000 .000 .00 0 .0 -1- -17 -1- -1- -1- -1- -1- -1- -1- -1- -1- 1- 65.753 .0268 .0196 1.29 3.06 2.29 2.76 .013 .00 .00 PIPE 2600.000 1635.460 3.106 1638.566 250.50 19.54 5.93 1644.50 .00 4.43 4.85 5.000 .000 .00 0 .0 J&P-JUNCT STR .0300 .0268 .05 3.18 2.12 .015 .00 .00 PIPE 2602.000 1635.520 2.858 1638.378 239.20 20.62 6.60 1644.98 .08 4.35 4.95 5.000 .000 .00 0 .0 27.520 .0265 .0214 .59 2.94 2.37 2.69 .013 .00 .00 PIPE 2629.520 1636.250 2.889 1639.139 239.20 20.35 6.43 1645.57 .00 4.35 4.94 5.000 .000 .00 0 .0 5.500 .0273 .0280 .15 2.89 2.32 2.91 .015 .00 .00 PIPE FILE: ER3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) Q100 FROM SUMMIT To 30+22.29 JN 126-2010 wli ER3.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase 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.1 ZL JPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 2635.020 1636.400 2.888 1639.288 239.20 20.36 6.44 1645.72 .00 4.35 4.94 5.000 .000 .00 0 .0 59.968 .0268 .0238 1.43 2.89 2.33 2.80 .014 .00 .00 PIPE 2694.988 1638.007 2.929 1640.936 239.20 20.01 6.21 1647.15 .00 4.35 4.93 5.000 .000 .00 0 .0 92.309 .0268 .0220 2.03 2.93 2.26 2.80 .014 .00 .00 PIPE 2787.297 1640.480 3.049 1643.529 239.20 19.07 5.65 1649.18 .00 4.35 4.88 5.000 .000 .00 0 .0 52.870 .0268 .0195 1.03 3.05 2.10 2.80 .014 .00 .00 PIPE 2840.167 1641.896 3.175 1645.071 239.20 18.19 5.14 1650.21 .00 4.35 4.81 5.000 .000 .00 0 .0 34.937 .0268 .0173 .60 3.18 1.94 2.80 .014 .00 .00 PIPE 2875.104 1642.832 3.309 1646.141 239.20 17.34 4.67 1650.81 .00 4.35 4.73 5.000 .000 .00 0 .0 24.505 .0268 .0153 .38 3.31 1.79 2.80 .014 .00 .00 PIPE 2899.609 1643.488 3.453 1646.942 239.20 16.53 4.24 1651.19 .00 4.35 4.62 5.000 .000 .00 0 .0 17.609 .0268 .0137 .24 3.45 1.65 2.80 .014 .00 .00 PIPE 2917.218 1643.960 3.608 1647.568 239.20 15.76 3.86 1651.43 .00 4.35 4.48 5.000 .000 .00 0 .0 12.492 .0268 .0122 .15 3.61 1.51 2.80 .014 .00 .00 PIPE 2929.709 1644.295 3.777 1648.072 239.20 15.03 3.51 1651.58 .00 4.35 4.30 5.000 .000 .00 0 .0 8.411 .0268 .0110 .09 3.78 1.38 2.80 .014 .00 .00 PIPE 2938.120 1644.520 3.963 1648.483 239.20 14.33 3.19 1651.67 .57 4.35 4.05 5.000 .000 .00 0 .0 4.000 .0250 .0087 .03 4.54 1.24 2.74 .013 .00 .00 PIPE FILE: ER3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 3:25: 6 KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) Q100 FROM SUMMIT To 30+22.29 JN 126-2010 wli ER3.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 2942.120 1644.620 4.116 1648.736 239.20 13.83 2.97 1651.71 .00 4.35 3.82 5.000 .000 .00 0 .0 61lq6;UNCT STR .0273 .0136 .25 4.62 1.14 .015 .00 .00 PIPE K2960.810 1 1645.130 1 3.293 1 1648.423 1 220.40 16.07 1 4.01 1 1652.43 1 .84 1 4.21 4.74 1 5.000 1 1 .000 .00 1 0 .0 8.000 .0262 .0117 .09 4.14 1.66 2.57 .013 .00 .00 PIPE 2968.810 1645.340 3.363 1648.703 220.40 15.69 3.82 1652.53 .00 4.21 4.69 5.000 .000 .00 0 .0 19.121 .0199 .0108 .21 3.36 1.60 2.79 .013 .00 .00 PIPE 2987.931 1645.720 3.487 1649.207 220.40 15.07 3.53 1652.74 .00 4.21 4.59 5.000 .000 .00 0 .0 16.079 .0199 .0098 .16 3.49 1.49 2.79 .013 .00 .00 PIPE 3004.010 1646.040 3.645 1649.685 220.40 14.37 3.21 1652.89 1.27 4.21 4.44 5.000 .000 .00 0 .0 9.893 .0202 .0088 .09 4.91 1.36 2.78 .013 .00 .00 PIPE 3013.903 1646.240 3.806 1650.046 220.40 13.74 2.93 1652.98 1.11 4.21 4.26 5,000 .000 .00 0 .0 -1- 6.290 -17 .0202 -1- .0079 .05 4.92 1.25 2.78 .013 .00 I 1 .00 PIPE 1 I 3020.194 I 1646.368 I 3.995 I 1650.363 I 220.40 13.10 I 2.67 I 1653.03 I .95 4.21 I 4.01 I 5.000 .000 .00 0 .0 2.096 .0202 .0072 .02 4.94 1.13 2.78 .013 .00 I 1 .00 PIPE 1 I 3022.290 -I- I 1646.410 -I- I 4.211 -I- I 1650.621 -I- I 220.40 -I- 12.49 -I- I 2.42 -I- I 1653.04 -I- I .78 -I- 4.21 -I- I 3.65 -I- I 5.000 -I- .000 -I- .00 0 .0 I- a I a i a I a i a I f I I I t I I I I I I 1 9 1 1 1 1 1 1 1 t I FILE: ER3.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 3:24:58 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE I CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(l) 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 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 5.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) HEADING LINE No 2 IS - Q100 FROM SUMMIT TO 30+22.29 HEADING LINE No 3 IS - JN 126-2010 wli ER3.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 1012.280 1598.510 7 1603.600 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1029.380 1598.820 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 1056.000 1599.300 7 .013 45.000 -33.894 .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 1058.000 1599.340 7 6 0 .015 2.400 .000 1601.710 .000 -54.100 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1060.800 1599.380 7 .013 .000 .000 .000 0 ,�ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1061.000 1599.390 7 .013 .000 .000 .000 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1063.000 1599.430 7 6 0 .015 1.600 .000 1601.520 .000 44.800 .000 RADIUS ANGLE .000 .000 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1133.360 1600.700 7 .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 li43.260 1600.940 7 5 0 .015 16.200 .000 1602.230 .000 36.900 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING a I a I a I a I a I I I I 1 9 1 1 1 1 1 1 1 t I t I t I I I ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1276.260 1604.240 7 .013 .000 .000 .000 0 ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1397.250 1607.240 7 .013 805.978 8.601 .000 0 ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1402.750 1607.350 7 .015 .000 .000 .000 1 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1667.040 1612.640 7 .013 806.020 18.787 .000 0 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1692.660 1613.150 7 .013 793.898 1.849 .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 1708.060 1614.020 1 3 0 .015 88.400 .000 1614.180 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1795.000 1616.080 1 .013 793.958 6.274 .000 0 ELEMENT NO 17 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1797.000 1616.130 1 6 0 .015 8.800 .000 1617.670 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1804.000 1616.290 1 .013 794.199 .505 .000 0 ELEMENT NO 19 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1806.000 1616.340 1 6 0 .015 4.900 .000 1618.130 .000 46.200 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 4 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1930.060 1619.290 1 .013 794.026 8.952 .000 0 ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1942.980 1619.600 1 .015 .000 .000 .000 1 ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1952.000 1619.810 1 .013 793.870 .651 .000 0 ELEMENT NO 23 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1954.000 1619.850 1 6 0 .015 7.000 .000 1621.380 .000 36.900 .000 RADIUS ANGLE .000 .000 ELEMENT No 24 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2279.000 1627.290 1 .013 794.010 23.452 .000 0 ELEMENT NO 25 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 I I a i a I a i a a a i t I I 1 9 1 a I I I I I I I I I I I a I a I I I a' I 2281.000 1627.340 1 6 0 .013 4.500 ELEMENT NO 26 IS A REACH U/S DATA STATION INVERT SECT N 2295.000 1627.660 1 .013 ELEMENT No 27 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 2297.000 1627.710 1 6 0 .015 5.800 W S P G W WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 28 IS A REACH U/S DATA STATION INVERT SECT N 2321.000 1628.260 1 .013 ELEMENT NO 29 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 2323.000 1628.300 1 6 0 .015 6.300 ELEMENT NO 30 IS A REACH U/S DATA STATION INVERT SECT N 2356.980 1629.080 1 .013 ELEMENT NO 31 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 2370.120 1629.300 1 5 0 .015 8.700 ELEMENT NO 32 IS A REACH U/S DATA STATION INVERT SECT N 2600.000 1635.460 1 .013 ELEMENT NO 33 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 2602.000 1635.520 1 6 0 .015 11.300 ELEMENT NO 34 IS A REACH U/S DATA STATION INVERT SECT N 2629.520 1636.250 1 .013 ELEMENT NO 35 IS A REACH U/S DATA STATION INVERT SECT N 2635.020 1636.400 1 .015 W S P G W WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 36 IS A REACH U/S DATA STATION INVERT SECT N 2938.120 1644.520 1 .014 ELEMENT NO 37 IS A REACH U/S DATA STATION INVERT SECT N 2942.120 1644.620 1 .013 ELEMENT NO 38 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 2960.810 1645.130 1 5 0 .015 ELEMENT NO 39 IS A REACH Q3 18.800 .000 1628.890 .000 45.000 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1629.600 .000 -43.600 .000 RADIUS ANGLE .000 .000 PAGE NO 5 RADIUS ANGLE ANG PT MAN H 793.937 1.732 .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1629.840 .000 44.200 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H 794.009 2.452 .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1630.240 .000 30.000 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H 794.017 16.588 .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1637.290 .000 29.300 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H 793.948 1.986 .000 0 RADIUS ANGLE ANG PT MAN H .000 .000 .000 1 PAGE NO 6 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 RADIUS ANGLE ANG PT MAN H 45.000 5.093 .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1645.870 .000 -17.500 .000 RADIUS ANGLE .000 .000 I t I a A I I t i a I I I I I I 'I t I I I a I a I a I U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2968.810 1645.340 1 .013 45.000 10.186 .000 0 ELEMENT NO 40 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3004.010 1646.040 1 .013 .000 .000 .000 0 ELEMENT NO 41 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3022.290 1646.410 1 .013 22.500 46.550 .000 0 ELEMENT NO 42 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 3022.290 1646.410 1 1670.000 f I a I & 1 9 1 & i a I U I t I f I f I I I a I r I i I C I a 2 a I t I & I TI KNOX AVE SD -LINE E (REVISED TO RE -DISTRIBUTE FLOWS FROM UTIL. CORRIDOR) T2 Q100 FROM SUMMIT TO 30+22.29 T3 JN 126-2010 wli ER3.wsw so 1012.2801598.510 7 1603.6 R 1029.3801598.820 7 .013 .000 .000 0 R 1056.0001599.300 7 .013 -33.894 .000 0 ix 1058.0001599.340 7 6 .015 2.400 1601.710 -54.1 .000 R 1060.8001599.380 7 .013 .000 .000 0 R 1061.0001599.390 7 .013 .000 .000 0 ix 1063.0001599.430 7 6 .015 1.600 1601.520 44.8 .000 R 1133.3601600.700 7 .013 .000 .000 0 ix 1143.2601600.940 7 5 .015 16.200 1602.230 36.9 .000 0 R 1276.2601604.240 7 .013 .000 .000 0 R 1397.2501607.240 7 .013 8.601 .000 0 R 1402.7501607.350 7 .015 .000 .000 1 R 1667.0401612.640 7 .013 18.787 .000 0 R 1692.6601613.150 7 .013 1.849 .000 0 ix 1708.0601614.020 1 3 .015 88.400 1614.180 30.0 .000 R 1795.0001616.080 1 .013 6.274 .000 0 ix 1797.0001616.130 1 6 .015 8.800 1617.670 30.0 .000 R 1804.0001616.290 1 .013 .505 .000 0 ix 1806.0001616.340 1 6 .015 4.900 1618.130 46.2 .000 .000 R 1930.0601619.290 1 .013 8.952 .000 0 R 1942.9801619.600 1 .015 .000 .000 1 R 1952.0001619.810 1 .013 .651 .000 0 ix 1954.0001619.850 1 6 .015 7.000 1621.380 36.9 .000 R 2279.0001627.290 1 .013 23.452 .000 0 ix 2281.0001627.340 1 6 .013 4.500 1628.890 45.0 .000 R 2295.0001627.660 1 .013 .000 .000 0 ix 2297.0001627.710 1 6 .015 5.800 1629.600 -43.6 .000 R 2321.0001628.260 1 .013 1.732 .000 0 ix 2323.0001628.300 1 6 .015 6.300 1629.840 44.2 .000 R 2356.9801629.080 1 .013 2.452 .000 0 ix 2370.1201629.300 1 5 .015 8.700 1630.240 30.0 .000 R 2600.0001635.460 1 .013 16.588 .000 0 ix 2602.0001635.520 1 6 .015 11.300 1637.290 29.3 .000 R 2629.5201636.250 1 .013 1.986 .000 0 R 2635.0201636.400 1 .015 .000 .000 1 R 2938.1201644.520 1 .000 .000 .000 0 R 2942.1201644.620 1 .013 5.093 .000 0 ix 2960.8101645.130 1 5 .015 18.800 1645.870 -17.5 .000 R 2968.8101645.340 1 .013 10.186 .000 0 I I a I a I a I t I a I I I t I t I I I I I I I I f I I R R SH CD CD CD CD CD CD CD Q 3004.0101646.040 1 .013 3022.2901646.410 1 .013 3022.2901646.410 1 1 4 0 .000 5.000 2 4 0 .000 4.500 3 4 0 .000 4.000 4 4 0 .000 3.500 5 4 0 .000 3.000 6 4 0 .000 2.000 7 4 0 .000 5.500 220.400 .0 1670.000 .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 .000 .000 0 46.550 .000 0 STORM D INTERBI DETENTION BASIN ( m RAULICS INDITION LM"E" t 1 9 1 9 1 t I t I I I f I I I t I F I I I t I f 1 9' 1 1 1 1 1 It I FILE: ebsn3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5:18:21 KNOX AVE SD -LINE E INTERIM CONNECTION TO DETENTION BASIN QJ.UU FROM nrTENTION BASIN To 30+22.29 JN 126-2010 wli Ebsn3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super jr-riticaliFlow ToplHeight/lBase 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.1 ZL JPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1******* 13A 5t q I I I I I I I I I I I 1 1 1707.730 1609.810 15.190 1625.000 282.80 11.90 2.20 1627.20 .00 4.65 .00 5.500 .000 .00 0 .0 f1p 0 .0496 .0071 .�o 15.19 .00 2.34 .013 .00 .00 PIPE T I I I I I I I I I I I 1 1 1806.810 1614.720 10.983 1625.703 282.80 11.90 2.20 1627.90 .00 4.65 .00 5.500 .000 .00 0 .0 42.340 .0475 .0071 .30 .00 .00 2.37 .013 .00 .00 PIPE 1849.150 1616.730 9.613 1626.344 282.80 11.90 2.20 1628.54 .00 4.65 .00 5.500 .000 .00 0 .0 11.950 .0477 .0071 .08 9.61 .00 2.37 .013 .00 .00 PIPE 1861.100 1617.300 9.128 1626.428 282.80 11.90 2.20 1628.63 .00 4.65 .00 5.500 .000 .00 0 .0 1011-7 0. q 01 - -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- t=-e38.36U .0310 .0071 .27 9.13 .00 2.68 .013 .00 .00 PIPE 97 1 1 1 1 1 1 1 1 1 1 1 1 1 LA -f-111879.'460 1618.490 8.487 1626.977 282.80 11.90 2.20 1629.18 .00 4.65 .00 5.500 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 40.620 .0325 .0071 .29 8.49 .00 2.64 .013 .00 .00 PIPE ilkTW40.080 1619.810 7.455 1627.265 282.80 14.40 3.22 1630.49 00 4.60 00 5.000 000 00 0 .0 2.900 -.0724 .0157 .05 7.45 .00 .00 .015 .00 .00 PIPE 1942.980 1619.600 7.872 1627.472 282.80 14.40 3.22 1630.69 .00 4.60 .00 5.000 .000 .00 0 .0 9.020 .0233 .0118 .11 .00 .00 3.12 .013 .00 .00 PIPE 1952.000 1619.810 7.823 1627.633 282.80 14.40 3.22 1630.85 .00 4.60 .00 5.000 .000 .00 0 .0 JUNCT STR .0200 .0153 .03 .00 .00 .015 .00 .00 PIPE 1954.000 1619.850 8.109 1627.959 275.80 14.05 3.06 1631.02 .00 4.57 .00 5.000 .000 .00 0 .0 171.373 .0229 .0112 1.92 .00 .00 3.08 .013 .00 .00 PIPE FILE: ebsn3.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5:18:21 KNOX AVE SD -LINE E INTERIM CONNECTION TO DETENTION BASIN Q100 FROM DETENTION BASIN To 30+22.29 JN 126-2010 wli Ebsn3.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 2125.373 1623.773 6.281 1630.054 275.80 14.05 3.06 1633.12 .00 4.57 .00 5.000 .000 .00 0 .0 HYDRAULIC JUMP 2125.373 1623.773 3.238 1627.011 275.80 20.50 6.53 1633.54 .08 4.57 4.78 5.000 .000 .00 0 .0 70.949 .0229 .0193 1.37 3.32 2.15 3.08 .013 .00 .00 PIPE 2196.323 1625.397 3.298 1628.695 275.80 20.07 6.25 1634.95 .07 4.57 4.74 5.000 .000 .00 0 .0 82.677 .0229 .0178 1.47 3.37 2.08 3.08 .013 .00 .00 PIPE 2279.000 1627.290 3.442 1630.732 275.80 19.14 5.69 1636.42 .00 4.57 4.63 5.000 .000 .00 0 .0 JUNCT STR .0250 .0173 .03 3.44 1.91 .013 .00 .00 PIPE 2281.000 1627.340 3.317 1630.657 271.30 19.62 5.98 1636.63 .00 4.54 4.73 5.000 .000 .00 0 .0 14.000 .0229 .0177 .25 3.32 2.02 3.05 .013 .00 .00 PIPE 2295.000 1627.660 3.341 1631.001 271.30 19.46 5.88 1636.88 .00 4.54 4.71 5.000 .000 .00 0 .0 JUNCT STR .0250 .0245 .05 3.41 1.99 .015 .00 .00 PIPE 2297.000 1627.710 3.188 1630.898 265.50 20.10 6.27 1637.17 .08 4.51 4.81 5.000 .000 .00 0 .0 24.000 .0229 .0190 .46 3.26 2.14 3.00 .013 .00 .00 PIPE 2321.000 1628.260 3.215 1631.475 265.50 19.90 6.15 1637.62 .00 4.51 4.79 5.000 .000 .00 0 .0 JUNCT STR .0200 .0263 .05 3.29 2.10 .015 .00 .00 PIPE 2323.000 1628.300 3.055 1631.355 259.20 20.62 6.60 1637.96 .08 4.48 4.88 5.000 .000 .00 0 .0 33.980 .0230 .0206 .70 3.14 2.26 2.96 .013 .00 .00 PIPE a I t I a I t A t I f I I I I I f I I I r I I t I I I I I t I FILE: ebsn3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5:18:21 KNOX AVE SD -LINE E INTERIM CONNECTION TO DETENTION BASIN Q100 FROM DETENTION BASIN To 30+22.29 JN 126-2010 wli Ebsn3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTjor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR [Type Ch 2356.980 1629.080 3.075 1632.155 259.20 20.46 6.50 1638.66 .00 4.48 4.87 5.000 .000 .00 0 .0 JUNCT STR .0167 .0297 .39 3.16 2.23 .015 .00 .00 PIPE 2370.120 1629.300 2.842 1632.142 250.50 21.74 7.34 1639.48 .09 4.43 4.95 5.000 .000 .00 0 .0 47.190 .0268 .0239 1.13 2.93 2.51 2.76 .013 .00 .00 PIPE 2417.311 1630.565 2.868 1633.433 250.50 21.50 7.18 1640.61 .09 4.43 4.95 5.000 .000 .00 0 .0 116.937 .0268 .0222 2.60 2.96 2.47 2.76 .013 .00 .00 PIPE 2534.247 1633.698 2.983 1636.681 250.50 20.50 6.52 1643.21 .08 4.43 4.91 5.000 .000 .00 0 .0 65.753 .0268 .0196 1.29 3.06 2.29 2.76 .013 .00 .00 PIPE 2600.000 1635.460 3.106 1638.566 250.50 19.54 5.93 1644.50 .00 4.43 4.85 5.000 .000 .00 0 .0 JUNCT STR .0300 .0268 .05 3.18 2.12 .015 .00 .00 PIPE 2602.000 1635.520 2.858 1638.378 239.20 20.62 6.60 1644.98 .08 4.35 4.95 5.000 .000 .00 0 .0 27.520 .0265 .0214 .59 2.94 2.37 2.69 .013 .00 .00 PIPE 2629.520 1636.250 2.889 1639.139 239.20 20.35 6.43 1645.57 .00 4.35 4.94 5.000 .000 .00 0 .0 5.500 .0273 .0280 .15 2.89 2.32 2.91 .015 .00 .00 PIPE 2635.020 1636.400 2.888 1639.288 239.20 20.36 6.44 1645.72 .00 4.35 4.94 5.000 .000 .00 0 .0 59.968 .0268 .0238 1.43 2.89 2.33 2.80 .014 .00 .00 PIPE 2694.988 1638.007 2.929 1640.936 239.20 20.01 6.21 1647.15 .00 4.35 4.93 5.000 .000 .00 0 .0 92.309 .0268 .0220 2.03 2.93 2.26 2.80 .014 .00 .00 PIPE I I I I t I J I I I f I F I I I F I I I I I I I f 1 9 1 t I FILE: ebsn3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5:18:21 KNOX AVE SD -LINE E INTERIM CONNECTION TO DETENTION BASIN Q100 FROM DETENTION BASIN TO 30+22.29 JN 126-2010 wli Ebsn3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow TopIHeight/IBase wtj 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 jPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR ]Type Ch 2787.297 1640.480 3.049 1643.529 239.20 19.07 5.65 1649.18 .00 4.35 4.88 5.000 .000 .00 0 .0 52.870 .0266 .0195 1.03 3.05 2.10 2.80 .014 .00 .00 PIPE 2840.167 1641.896 3.175 1645.071 239.20 18.19 5.14 1650.21 .00 4.35 4.81 5.000 .000 .00 0 .0 34.937 .0268 .0173 .60 3.18 1.94 2.80 .014 .00 .00 PIPE 2875.104 1642.832 3.309 1646.141 239.20 17.34 4.67 1650.81 .00 4.35 4.73 5.000 .000 .00 0 .0 24.505 .0268 .0153 .38 3.31 1.79 2.80 .014 .00 .00 PIPE 2899.609 1643.488 3.453 1646.942 239.20 16.53 4.24 1651.19 .00 4.35 4.62 5.000 .000 .00 0 .0 17.609 .0268 .0137 .24 3.45 1.65 2.80 .014 .00 .00 PIPE 2917.218 1643.960 3.608 1647.568 239.20 15.76 3.86 1651.43 .00 4.35 4.48 5.000 .000 .00 0 .0 12.492 .0268 .0122 .15 3.61 1.51 2.80 .014 .00 .00 PIPE 2929.709 1644.295 3.777 1648.072 239.20 15.03 3.51 1651.58 .00 4.35 4.30 5.000 .000 .00 0 .0 8.411 .0268 .0110 .09 3.78 1.38 2.80 .014 .00 .00 PIPE 2938.120 1644.520 3.963 1648.483 239.20 14.33 3.19 1651.67 .57 4.35 4.05 5.000 .000 .00 0 .0 4.000 .0250 .0087 .03 4.54 1.24 2.74 .013 .00 .00 PIPE 2942.120 1644.620 4.116 1648.736 239.20 13.83 2.97 1651.71 .00 4.35 3.82 5.000 .000 .00 0 .0 JUNCT STR .0273 .0136 .25 4.62 1.14 .015 .00 .00 PIPE K I I I I I I I I I I I 1 1 2960.810 1645.130 3.293 1648.423 220.40 16.07 4.01 1652.43 .84 4.21 4.74 5.000 .000 .00 0 .0 -I- 8.000 -I- .0262 -I- -I- -I- -I- -I- .0117 -I- .09 -I- 4.14 -I- 1.66 -I- 2.57 -I- .013 -I- .00 .00 I- PIPE I I a I a I a I a i a I I I I 1 9 1 t I I I I I I I f I I I I i a I I I a I FILE: ebsn3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5:18:21 KNOX AVE SD -LINE E INTERIM CONNECTION TO DETENTION BASIN Q100 FROM DETENTION BASIN TO 30+22 . 29 JN 126-2010 wli Ebsn3.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 2968.810 1645.340 3.363 1648.703 220.40 15.69 3.82 1652.53 .00 4.21 4.69 5.000 .000 .00 0 .0 19.121 .0199 .0108 .21 3.36 1.60 2.79 .013 .00 .00 PIPE 2987.931 1645.720 3.487 1649.207 220.40 15.07 3.53 1652.74 .00 4.21 4.59 5.000 .000 .00 0 .0 16.079 .0199 .0098 .16 3.49 1.49 2.79 .013 .00 .00 PIPE 3004.010 1646.040 3.645 1649.685 220.40 14.37 3.21 1652.89 1.27 4.21 4.44 5.000 .000 .00 0 .0 9.893 .0202 .0088 .09 4.91 1.36 2.78 .013 .00 .00 PIPE 3013.903 1646.240 3.806 1650.046 220.40 13.74 2.93 1652.98 1.11 4.21 4.26 5.000 .000 .00 0 .0 6.290 .0202 .0079 .05 4.92 1.25 2.78 .013 .00 .00 PIPE 3020.194 1646.368 3.995 1650.363 220.40 13.10 2.67 1653.03 .95 4.21 4.01 5.000 .000 .00 0 .0 2.096 .0202 .0072 .02 4.94 1.13 2.78 .013 .00 .00 PIPE 3022.290 1646.410 4.211 1650.621 220.40 12.49 2.42 1653.04 .78 4.21 3.65 5.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- a i a i a i a I a I I I t I I I f I t I I I I I a I a I a I a FILE: ebsn3.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 5:18:13 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE I CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 5.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E INTERIM CONNECTION TO DETENTION BASIN HEADING LINE No 2 IS - Q100 FROM DETENTION BASIN To 30+22.29 HEADING LINE NO 3 IS - JN 126-2010 wli Ebsn3.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 1707.730 1609.810 7 1625.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1806.810 1614.720 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 1849.150 1616.730 7 .013 45.000 53.909 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1861.100 1617.300 7 .013 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1899.460 1618.490 7 .013 .000 .000 38.100 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1940.080 1619.810 7 .013 .000 .000 .000 0 WARNING ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1942.980 1619.600 1 .015 .000 .000 .000 1 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1952.000 1619.810 1 .013 793.870 .651 .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 1954.000 1619.850 1 6 0 .015 7.000 .000 1621.380 .000 36.900 .000 RADIUS ANGLE .000 .000 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2279.000 1627.290 1 .013 794.010 23.452 .000 0 ELEMENT NO 11 IS A JUNCTION i a 1 9 1 1 1 1 1 1 1 t I I I I 1 9 1 t I I I t I a I U / S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2281.000 1627.340 1 6 0 .013 4.500 .000 1628.690 .000 45.000 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 3 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2295.000 1627.660 1 .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 2297.000 1627.710 1 6 0 .015 5.800 .000 1629.600 .000 -43.600 .000 RADIUS ANGLE .000 .000 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2321.000 1628.260 1 .013 793.937 1.732 .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 2323.000 1628.300 1 6 0 .015 6.300 .000 1629.840 .000 44.200 .000 RADIUS ANGLE .000 .000 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H- 2356.980 1629.080 1 .013 794.009 2.452 .000 0 ELEMENT NO 17 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2370.120 1629.300 1 5 0 .015 8.700 .000 1630.240 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2600.000 1635.460 1 .013 794.017 16.588 .000 0 ELEMENT NO 19 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2602.000 1635.520 1 6 0 .015 11.300 .000 1637.290 .000 29.300 .000 RADIUS ANGLE .000 .000 W S P G W PAGE NO 4 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2629.520 1636.250 1 .013 793.948 1.986 .000 0 ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2635.020 1636.400 1 .015 .000 .000 .000 1 ELEMENT NO 22 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2938.120 1644.520 1 .014 .000 .000 .000 0 ELEMENT NO 23 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2942.120 1644.620 1 .013 45.000 5.093 .000 0 ELEMENT NO 24 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 2960.810 1645.130 1 5 0 .015 18.800 .000 1645.870 .000 -17.500 .000 RADIUS ANGLE .000 .000 fill alai Ritlaill I I I I I I I I 1 9 1 ELEMENT NO 25 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2968.810 1645.340 1 .013 45.000 10.186 .000 0 ELEMENT NO 26 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN 11 3004.010 1646.040 1 .013 .000 .000 .000 0 ELEMENT NO 27 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3022.290 1646.410 1 .013 22.500 46.550 .000 0 ELEMENT NO 28 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 3022.290 1646.410 1 1670.000 I I a i a A 9 1 & a a I I I I I I I r I I I I I I I a' i a I I I a I a I & I TI KNOX AVE SD -LINE E INTERIM CONNECTION TO DETENTION BASIN T2 Q100 FROM DETENTION BASIN TO 30+22.29 T3 JN 126-2010 wli Ebsn3.wsw so 1707.7301609.810 7 1625.0 R 1806.8101614.720 7 .013 R 1849.1501616.730 7 .013 R 1861.1001617.300 7 .013 R 1899.4601618.490 7 .013 R 1940.0801619.810 7 .013 R 1942.9801619.600 1 .015 R 1952.0001619.810 1 .013 ix 1954.0001619.850 1 6 .015 7.000 1621.380 R 2279.0001627.290 1 .013 ix 2281.0001627.340 1 6 .013 4.500 1628.890 R 2295.0001627.660 1 .013 ix 2297.0001627.710 1 6 .015 5.800 1629.600 R 2321.0001628.260 1 .013 ix 2323.0001628.300 1 6 .015 6.300 1629.840 R 2356.9801629.080 1 .013 ix 2370.1201629.300 1 5 .015 8.700 1630.240 R 2600.0001635.460 1 .013 ix 2602.0001635.520 1 6 .015 11.300 1637.290 R 2629.5201636.250 1 .013 R 2635.0201636.400 1 .015 R 2938.1201644.520 1 .000 R 2942.1201644.620 1 .013 ix 2960.8101645.130 1 5 .015 18.800 1645.870 R 2968.8101645.340 1 .013 R 3004.0101646.040 1 .013 R 3022.2901646.410 1 .013 SH 3022.2901646.410 1 1670.000 CD 1 4 0 .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .000 .000 .000 .00 CD 6 4 0 .000 2.000 .000 .000 .000 .00 CD 7 4 0 .000 5.500 .000 .000 .000 .00 Q 220.400 .0 .000 .000 0 53.909 .000 0 .000 .000 0 .000 38.100 0 .000 .000 0 .000 .000 1 .651 .000 0 36.9 .000 23.452 .000 0 45.0 .000 .000 .000 0 -43.6 .000 1.732 .000 0 44.2 .000 2.452 .000 0 30.0 .000 16.588 .000 0 29.3 .000 1.986 .000 0 .000 .000 1 .000 .000 0 5.093 .000 0 -17.5 .000 10.186 .000 0 .000 .000 0 46.550 .000 0 gfl�� 13 M111 IQN Opy-A pit "o, 0 a LINE 6610 a I a A a I at A &A 9 1 9 1 1 1 t I t I I I IF I t 1 9 1 9 1 1 1 1 FILE: K.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E To 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR [Type Ch 1156.170 1644.850 3.850 1648.700 20.00 2.83 .12 1648.82 .00 1.44 .00 3.000 .000 .00 0 .0 5.396 .1584 .0009 .00 3.85 .00 .56 .013 .00 .00 PIPE 1161.566 1645.705 3.000 1648.705 20.00 2.83 .12 1648.83 .00 1.44 .00 3.000 .000 .00 0 .0 1.685 .1584 .0008 .00 3.00 .00 .56 .013 .00 .00 PIPE 1163.251 1645.972 2.721 1648.693 20.00 2.97 .14 1648.83 .00 1.44 1.74 3.000 .000 .00 0 .0 .935 .1584 .0008 .00 2.72 .27 .56 .013 .00 .00 PIPE 1164.185 1646.120 2.560 1648.680 20.00 3.11 .15 1648.83 .00 1.44 2.12 3.000 .000 .00 0 .0 .065 .1584 .0008 .00 2.56 .32 .56 .013 .00 .00 PIPE 1164.250 1646.130 2.549 1648.679 20.00 3.12 .15 1648.83 .00 1.44 2.14 3.000 .000 .00 0 .0 3.328 .0359 .0009 .00 2.55 .32 .81 .013 .00 .00 PIPE 1167.578 1646.250 2.417 1648.667 20.00 3.28 .17 1648.83 .00 1.44 2.37 3.000 .000 .00 0 .0 .966 .0359 .0009 .00 2.42 .36 .81 .013 .00 .00 PIPE 1168.545 1646.284 2.378 1648.662 20.00 3.33 .17 1648.83 .00 1.44 2.43 3.000 .000 .00 0 .0 'HYDRAULIC JUMP 1168.545 1646.284 .812 1647.097 20.00 12.93 2.60 1649.69 .00 1.44 2.67 3.000 .000 .00 0 .0 5.840 .0359 .0348 .20 .81 2.99 .81 .013 .00 .00 PIPE 1174.385 1646.494 .813 1647.307 20.00 12.90 2.59 1649.89 .00 1.44 2.67 3.000 .000 .00 0 .0 60.865 .0359 .0325 1.98 .81 2.98 .81 .013 .00 .00 PIPE FILE: K.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E TO 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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.] ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1235.250 1648.680 .842 1649.522 20.00 12.30 2.35 1651.87 .00 1.44 2.70 3.000 .000 .00 0 .0 KiJUNCT STR .0350 .0458 .09 .84 2.79 015 .00 00 PIPE 1237.250 1648.750 .773 1649.523 19.00 13.19 2.70 1652.22 .00 1.40 2.62 3.000 .000 .00 0 .0 -I- 11.750 -I- .0332 -I- -I- -I- -I- -I- .0393 -I- .46 -I- .77 -I- 3.14 .80 -I- -I- .013 -I- .00 .00 I- PIPE I 1249.000 I 1649.140 I .764 I 1649.904 I 19.00 13.39 I 2.78 I 1652.69 .00 I 1.40 I 2.61 I 3.000 I 1 .000 .00 1 0 .0 I- Kt;uNCT STR -I- .0699 -I- -I- -I- -I- -I- .0557 -I- .06 -I- .76 -I- 3.20 -I- -I- .015 -I- .00 .00 I- PIPE 1250.000 1649.210 .741 1649.951 18.60 13.70 2.91 1652.86 .00 1.38 2.59 3.000 1 .000 .00 0 .0 9.513 .0486 .0428 .41 .74 3.33 .72 .013 .00 .00 PIPE 1259.513 1649.672 .746 1650.418 18.60 13.54 2.85 1653.27 .00 1.38 2.59 3.000 .000 .00 0 .0 25.629 .0486 .0395 1.01 .75 3.28 .72 .013 .00 .00 PIPE 1285.142 1650.918 .772 1651.690 18.60 12.91 2.59 1654.28 .00 1.38 2.62 3.000 .000 .00 0 .0 14.858 .0486 .0346 .51 .77 3.07 .72 .013 .00 .00 PIPE 1300.000 1651.640 .799 1652.439 18.60 12.31 2.35 1654.79 .00 1.38 2.65 3.000 .000 .00 0 .0 91.976 .0323 .0313 2.88 .80 2.87 .80 .013 .00 .00 PIPE 1391.976 1654.609 .811 1655.420 18.60 12.04 2.25 1657.67 .00 1.38 2.66 3.000 .000 .00 0 .0 45.904 .0323 .0284 1.30 .81 2.79 .80 .013 .00 .00 PIPE 1437.880 1656.091 .839 1656.930 18.60 11.48 2.05 1658.98 .00 1.38 2.69 3.000 .000 .00 0 .0 21.225 .0323 .0249 .53 .84 2.61 .80 .013 .00 .00 PIPE I t I I I I I I I a I a FILE: K.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E TO 22+93.26 JN 126-2010 wli k.wsw I Invert I Depth I Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL JPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1459.105 1656.776 .868 1657.644 18.60 10.95 1.86 1659.51 .00 1.38 2.72 3.000 .000 .00 0 .0 13.145 .0323 .0218 .29 .87 2.44 .80 .013 .00 .00 PIPE 1472.250 1657.200 .899 1658.099 18.60 10.44 1.69 1659.79 .00 1.38 2.75 3.000 .000 .00 0 .0 5.500 .0236 .0274 .15 .90 2.29 .93 .015 .00 .00 PIPE 1477.750 1657.330 .894 1658.224 18.60 10.52 1.72 1659.94 .00 1.38 2.74 3.000 .000 .00 0 .0 7.610 .0262 .0203 .15 .89 2.31 .84 .013 .00 .00 PIPE 1485.360 1657.529 .905 1658.434 18.60 10.34 1.66 1660.09 .00 1.38 2.75 3.000 .000 .00 0 .0 15.593 .0262 .0186 .29 .91 2.25 .84 .013 .00 .00 PIPE 1500.953 1657.937 .937 1658.875 18.60 9.86 1.51 1660.38 .00 1.38 2.78 3.000 .000 .00 0 .0 10.492 .0262 .0163 .17 .94 2.11 .84 .013 .00 .00 PIPE 1511.445 1658.212 .970 1659.182 18.60 9.40 1.37 1660.55 .00 1.38 2.81 3.000 .000 .00 0 .0 7.555 .0262 .0142 .11 .97 1.97 .84 .013 .00 .00 PIPE 1519.000 1658.410 1.005 1659.415 18.60 8.96 1.25 1660.66 .00 1.38 2.83 3.000 .000 .00 0 .0 ,&JUNCT STR .0300 .0245 .05 1.00 1.84 .015 .00 .00 PIPE 1521.000 1658.470 .798 1659.268 15.80 10.48 1.71 1660.97 .00 1.27 2.65 3.000 .000 .00 0 .0 8.000 .0263 .0232 .19 .80 2.45 .78 .013 .00 .00 PIPE 1529.000 1658.680 .803 1659.483 15.80 10.39 1.68 1661.16 .00 1.27 2.66 3.000 .000 .00 0 .0 JUNCT STR 0250 .0327 .07 .80 2.42 .015 .00 .00 PIPE a I a I a I a I a I I I I I I 1 9 1 1 1 t I I I I I a I a 1 11 1 FILE: K.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E To 22+93.26 JN 126-2010 wli k.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1531.000 1658.730 .739 1659.469 14.40 10.64 1.76 1661.23 .00 1.21 2.59 3.000 .000 .00 0 .0 283.113 .0263 .0263 7.45 .74 2.59 .74 .013 .00 .00 PIPE 1814.113 1666.176 .739 1666.915 14.40 10.64 1.76 1668.67 .00 1.21 2.59 3.000 .000 .00 0 .0 81.854 .0263 .0250 2.05 .74 2.59 .74 .013 .00 .00 PIPE 1895.967 1668.328 .758 1669.086 14.40 10.26 1.63 1670.72 .00 1.21 2.61 3.000 .000 .00 0 .0 30.346 .0263 .0223 .68 .76 2.46 .74 .013 .00 .00 PIPE 1926.313 1669.126 .784 1669.910 14.40 9.78 1.49 1671.40 .00 1.21 2.64 3.000 .000 .00 0 .0 15.821 .0263 .0195 .31 .78 2.31 .74 .013 .00 .00 PIPE 1942.134 1669.542 .811 1670.354 14.40 9.32 1.35 1671.70 .00 1.21 2.66 3.000 .000 .00 0 .0 10.226 .0263 .0170 .17 .81 2.16 .74 .013 .00 .00 PIPE 1952.360 1669.811 .839 1670.651 14.40 8.89 1.23 1671.88 .00 1.21 2.69 3.000 .000 .00 0 .0 7.170 .0263 .0149 .11 .84 2.02 .74 .013 .00 .00 PIPE 1959.530 1670.000 .869 1670.869 14.40 8.48 1.12 1671.98 .00 1.21 2.72 3.000 .000 .00 0 .0 5.500 .0182 .0186 .10 .87 1.89 .87 .015 .00 .00 PIPE 1965.030 1670.100 .868 1670.968 14.40 8.49 1.12 1672.09 .01 1.21 2.72 3.000 .000 .00 0 .0 44.899 .0140 .0140 .63 .88 1.90 .87 .013 .00 .00 PIPE 2009.929 1670.728 .868 1671.596 14.40 8.49 1.12 1672.72 .01 1.21 2.72 3.000 .000 .00 0 .0 82.353 .0140 .0136 1.12 .88 1.90 .87 .013 .00 .00 PIPE FILE: K.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E To 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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.] ZL IPrs/Pip L/Elem ICh Slope SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 2092.282 1671.880 .882 1672.763 14.40 8.30 1.07 1673.83 .01 1.21 2.73 3.000 .000 .00 0 .0 40.307 .0140 .0123 .50 .89 1.84 .87 .013 .00 .00 PIPE 2132.589 1672.444 .912 1673.357 14.40 7.92 .97 1674.33 .01 1.21 2.76 3.000 .000 .00 0 .0 17.608 .0140 .0108 .19 .92 1.72 .87 .013 .00 .00 PIPE 2150.197 1672.691 .944 1673.635 14.40 7.55 .88 1674.52 .01 1.21 2.79 3.000 .000 .00 0 .0 10.217 .0140 .0094 .10 .95 1.61 .87 .013 .00 .00 PIPE 2160.414 1672.834 .978 1673.812 14.40 7.20 .80 1674.62 .01 1.21 2.81 3.000 .000 .00 0 .0, 6.845 .0140 .0083 .06 .98 1.50 .87 .013 .00 .00 PIPE 2167.260 1672.930 1.012 1673.942 14.40 6.86 .73 1674.67 .01 1.21 2.84 3.000 .000 .00 0 .0 4.521 .0140 .0073 .03 1.02 1.41 .87 .013 .00 .00 PIPE 2171.780 1672.993 1.048 1674.041 14.40 6.54 .66 1674.71 .00 1.21 2.86 3.000 .000 .00 0 .0 2.938 .0140 .0064 .02 1.05 1.31 .87 .013 .00 .00 PIPE 2174.718 1673.034 1.086 1674.120 14.40 6.24 .60 1674.72 .00 1.21 2.88 3.000 .000 .00 0 .0 2.012 .0140 .0056 .01 1.09 1.23 .87 .013 .00 .00 PIPE 2176.730 1673.062 1.124 1674.186 14.40 5.95 .55 1674.74 .00 1.21 2.90 3.000 .000 .00 0 .0 .982 .0140 .0049 .00 1.13 1.15 .87 .013 .00 .00 PIPE 2177.712 1673.076 1.165 1674.241 14.40 5.67 .50 1674.74 .00 1.21 2.92 3.000 .000 .00 0 .0 .288 .0140 .0043 .00 1.17 1.07 .87 .013 .00 .00 PIPE a I a 1 9 1 a A a A I I I I I I I I t I I I I I I I I I I I ff i FILE: K.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 6 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E TO 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp, I "N" I X-Fallj ZR IType Ch 2178.000 1673.080 1.209 1674.289 14.40 5.40 .45 1674.74 .00 1.21 2.94 3.000 .000 .00 0 .0 1<6JUNCT STR .0150 1.21 1.00 .015 .00 .00 PIPE 2180.000 1673.110 .503 1673.613 6.50 8.32 1.08 1674.69 .01 1 .80 2.24 3.000 1 .000 .00 1 0 .0 .163 .0140 .0254 .00 .51 2.49 .58 .013 .00 .00 PIPE 2180.163 1673.112 .502 1673.614 6.50 8.33 1.08 1674.69 .01 .80 2.24 3.000 .000 .00 0 .0 6.905 .0140 .0273 .19 .51 2.48 .58 .013 .00 .00 PIPE 2187.068 1673.209 .486 1673.695 6.50 8.73 1.18 1674.88 .01 .80 2.21 3.000 .000 .00 0 .0 5.943 .0140 .0312 .19 .49 2.65 .58 .013 .00 .00 PIPE 2193.011 1673.292 .470 1673.762 6.50 9.16 1.30 1675.06 .01 .80 2.18 3.000 .000 .00 0 .0 5.295 .0140 .0358 .19 .48 2.83 .58 .013 .00 .00 PIPE 2198.305 1673.366 .455 1673.821 6.50 9.60 1.43 1675.25 .01 .80 2.15 3.000 .000 .00 0 .0 4.758 .0140 .0410 .19 .46 3.02 .58 .013 .00 .00 PIPE 2203.063 1673.433 .440 1673.873 6.50 10.07 1.58 1675.45 .01 .80 2.12 3.000 .000 .00 0 .0 4.363 .0140 .0469 .20 .45 3.22 .58 .013 .00 .00 PIPE 2207.426 1673.494 .426 1673.920 6.50 10.57 1.73 1675.65 .01 .80 2.09 3.000 .000 .00 0 .0 4.010 .0140 .0537 .22 .44 3.44 .58 .013 .00 .00 PIPE 2211.436 1673.550 .412 1673.962 6.50 11.08 1.91 1675.87 .01 .80 2.07 3.000 .000 .00 0 .0 3.736 .0140 .0616 .23 .42 3.66 .58 .013 .00 .00 PIPE FILE: K.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 7 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E To 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 2215.172 1673.602 .399 1674.001 6.50 11.62 2.10 1676.10 .01 .80 2.04 3.000 .000 .00 0 .0 3.480 .0140 .0705 .25 .41 3.91 .58 .013 .00 .00 PIPE 2218.652 1673.651 .386 1674.037 6.50 12.19 2.31 1676.34 .01 .80 2.01 3.000 .000 .00 0 .0 3.273 .0140 .0808 .26 .40 4.17 .58 .013 .00 .00 PIPE 2221.925 1673.697 .374 1674.071 6.50 12.78 2.54 1676.61 .01 .80 1.98 3.000 .000 .00 0 .0 3.075 .0140 .0926 .28 .39 4.45 .58 .013 .00 .00 PIPE 2225.000 1673.740 .362 1674.102 6.50 13.41 2.79 1676.89 .01 .80 1.95 3.000 .000 .00 0 .0 16.084 .1020 .0968 1.56 .38 4.74 .36 .013 .00 .00 PIPE 2241.084 1675.380 .366 1675.746 6.50 13.20 2.71 1678.45 .01 .80 1.96 3.000 .000 .00 0 .0 17.556 .1020 .0886 1.56 .38 4.65 .36 .013 .00 .00 PIPE 2258.640 1677.170 .378 1677.548 6.50 12.59 2.46 1680.01 .44 .80 1.99 3.000 .000 .00 0 .0 1.721 .1021 .0815 .14 .81 4.36 .36 .013 .00 .00 PIPE 2260.361 1677.346 .380 1677.726 6.50 12.47 2.41 1680.14 .43 .80 2.00 3.000 .000 .00 0 .0 7.664 .1021 .0752 .58 .81 4.30 .36 .013 .00 .00 PIPE 2268.025 1678.129 .393 1678.522 6.50 11.89 2.19 1680.72 .39 .80 2.02 3.000 .000 .00 0 .0 5.104 .1021 .0657 .34 .79 4.03 .36 .013 .00 .00 PIPE 2273.130 1678.650 .406 1679.057 6.50 11.33 1.99 1681.05 .00 .80 2.05 3.000 .000 .00 0 .0 1.496 .1018 .0598 .09 .41 3.78 .36 .013 .00 .00 PIPE a I a I a I a 1 9 j I I t I I I I I I I I I I I I I I I I I I I I a I FILE: K.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 8 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E To 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 2274.626 1678.802 .411 1679.214 6.50 11.14 1.93 1681.14 .00 .80 2.06 3.000 .000 .00 0 .0 3.433 .1018 .0546 .19 .41 3.69 .36 .013 .00 .00 PIPE 2278.059 1679.152 .424 1679.576 6.50 10.62 1.75 1681.33 .00 .80 2.09 3.000 .000 .00 0 .0 2.663 .1018 .0476 .13 .42 3.46 .36 .013 .00 .00 PIPE 2280.721 1679.423 .439 1679.862 6.50 10.13 1.59 1681.45 .00 .80 2.12 3.000 .000 .00 0 .0 2.172 .1018 .0416 .09 .44 3.24 .36 .013 .00 .00 PIPE 2282.893 1679.644 .453 1680.097 6.50 9.66 1.45 1681.55 .00 .80 2.15 3.000 .000 .00 0 .0 1.765 .1018 .0363 .06 .45 3.04 .36 .013 .00 .00 PIPE 2284.658 1679.824 .469 1680.293 6.50 9.21 1.32 1681.61 .00 .80 2.18 3.000 .000 .00 0 .0 1.493 .1018 .0317 .05 .47 2.85 .36 .013 .00 .00 PIPE 2286.152 1679.976 .484 1680.460 6.50 8.78 1.20 1681.66 .00 .80 2.21 3.000 .000 .00 0 .0 1.251 .1018 .0277 .03 .48 2.67 .36 .013 .00 .00 PIPE 2287.403 1680.104 .500 1680.604 6.50 8.37 1.09 1681.69 .00 BO 2.24 3.000 .000 .00 0 .0 1.055 .1018 .0242 .03 .50 2.50 .36 .013 .00 .00 PIPE 2288.458 1680.211 .517 1680.728 6.50 7.98 .99 1681.72 .00 .80 2.27 3.000 .000 .00 0 .0 .891 .1018 .0211 .02 .52 2.35 .36 .013 .00 .00 PIPE 2289.349 1680.302 .535 1680.837 6.50 7.61 .90 1681.74 .00 .80 2.30 3.000 .000 .00 0 .0 .764 .1018 .0185 .01 .54 2.20 .36 .013 .00 .00 PIPE I t I t I I I I I I I I I I I I I FILE: K.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 9 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E TO 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaliFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 2290.113 1680.360 .553 1680.933 6.50 7.26 .82 1681.75 .00 .80 2.33 3.000 .000 .00 0 .0 .657 .1018 .0161 .01 .55 2.06 .36 .013 .00 .00 PIPE 2290.770 1680.446 .571 1681.017 6.50 6.92 .74 1681.76 .00 .80 2.36 3.000 .000 .00 0 .0 .542 .1018 .0141 .01 .57 1.93 .36 .013 .00 .00 PIPE 2291.312 1680.502 .591 1681.093 6.50 6.60 .68 1681.77 .00 .80 2.39 3.000 .000 .00 0 .0 .463 .1018 .0123 .01 .59 1.81 .36 .013 .00 .00 PIPE 2291.775 1680.549 .611 1681.160 6.50 6.29 .61 1681.77 .00 .80 2.42 3.000 .000 .00 0 .0 .382 .1018 .0108 .00 .61 1.69 .36 .013 .00 .00 PIPE 2292.157 1680.588 .632 1681.220 6.50 6.00 .56 1681.78 .00 .80 2.45 3.000 .000 .00 0 .0 .322 .1018 .0094 .00 .63 1.59 .36 .013 .00 .00 PIPE 2292.479 1680.620 .653 1681.274 6.50 5.72 .51 1681.78 .00 .80 2.48 3.000 .000 .00 0 .0 .258 .1018 .0082 .00 .65 1.49 .36 .013 .00 .00 PIPE 2292.737 1680.647 .675 1681.322 6.50 5.45 .46 1681.78 .00 .80 2.51 3.000 .000 .00 0 .0 .200 .1018 .0072 .00 .68 1.39 .36 .013 .00 .00 PIPE 2292.937 1680.667 .698 1681.365 6.50 5.20 .42 1681.78 .00 .80 2.54 3.000 .000 .00 0 .0 .148 .1018 .0063 .00 .70 1.30 .36 .013 .00 .00 PIPE 2293.065 1680.682 .722 1681.404 6.50 4.96 .38 1681.79 .00 .80 2.57 3.000 .000 .00 0 .0 .100 .1018 .0055 .00 .72 1.22 .36 .013 .00 .00 PIPE [ I t 1 9 A a I a A a A f I I I I I I I I I I 1 9 1 1 1 9 1 a I a I I I a I FILE: K.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 10 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 5: 0:26 KNOX AVE SD -LINE K Q100 FROM LINE E To 22+93.26 JN 126-2010 wli k.wsw Invert I Depth I Water Q I Vel Vel I Energy I Super JCriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL JPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp, I "N" I X-Fallj ZR IType Ch 2293.185 1680.692 .747 1681.439 6.50 4.72 .35 1681.79 .00 .80 2.59 3.000 .000 .00 0 .0 .057 .1018 .0048 .00 .75 1.14 .36 .013 .00 .00 PIPE 2293.242 1680.698 .773 1681.471 6.50 4.50 .32 1681.79 .00 .80 2.62 3.000 .000 .00 0 .0 .018 .1018 .0042 .00 .77 1.07 .36 .013 .00 .00 PIPE 2293.260 1680.700 .801 1681.501 6.50 4.29 .29 1681.79 .00 .80 2.65 3.000 .000 .00 0 .0 WALL ENTRANCE 2293.260 1680.7.00 1.211 1681.911 6.50 .38 .00 1681.91 .00 .19 14.00 7.890 14.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- FILE: K.WSW W S P G W EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 5: 0:18 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE I CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 5.000 CD 2 4 0 4.500 CD 3 4 0 4.000 CD 4 4 0 3.500 CD 5 4 0 3.000 CD 6 4 0 2.000 CD 7 4 0 1.500 CD 8 3 0 .000 7.890 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE K HEADING LINE No 2 IS - Q100 FROM LINE E To 22+93.26 HEADING LINE No 3 IS - JN 126-2010 wli k.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 1156.170 1644.850 5 1648.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1164.250 1646.130 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 1235.250 1648.680 5 .013 .000 .000 .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 1237.250 1648.750 5 6 0 .015 1.000 .000 1650.300 .000 30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1249.000 1649.140 5 .013 .000 .000 .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 1250.000 1649.210 5 6 0 .015 .400 .000 1649.990 .000 45.400 .000 RADIUS ANGLE .000 .000 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1300.000 1651.640 5 .013 .000 .000 .000 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1472.250 1657.200 5 .013 .000 .000 .000 0 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1477.750 1657.330 5 .015 .000 .000 .000 1 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1519.000 1658.410 5 .013 .000 .000 .000 0 I I a I a I I I a I a a I I t 1 9 1 1 1 1 1 r I f I I 1 9 1 1 1 a I a 1 1, 1 PAGE NO 3 Q4 INVERT -3 INVERT W S P G W PHI 3 PHI 4 .000 1658.940 .000 45.000 WATER SURFACE PROFILE ELEMENT CARD LISTING RADIUS ANGLE ELEMENT NO 11 IS A JUNCTION RADIUS ANGLE ANG PT MAN H .000 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 PHI 3 PHI 4 .000 1659.420 .000 1521.000 1658.470 5 6 0 .015 2.800 ELEMENT NO 12 IS A REACH RADIUS ANGLE ANG PT MAN H .000 U/S DATA STATION INVERT SECT N ANGLE ANG PT MAN H .000 .000 1529.000 1658.680 5 .013 ANGLE ELEMENT NO 13 IS A JUNCTION .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1673.950 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 .000 .000 1531.000 1658.730 5 6 0 .015 1.400 ELEMENT NO 14 IS A REACH .000 0 PAGE NO 4 RADIUS U/S DATA STATION INVERT SECT N 2.427 .000 0 RADIUS ANGLE 1959.530 1670.000 5 .013 36.898 ELEMENT NO 15 IS A REACH ANG PT MAN H .000 .000 .000 0 U/S DATA STATION INVERT SECT N 1965.030 1670.100 5 .015 ELEMENT NO 16 IS A REACH U/S DATA STATION INVERT SECT N 2178.000 1673.080 5 .013 ELEMENT NO 17 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 2180.000 1673.110 5 6 0 .015 7.900 ELEMENT NO 18 IS A REACH U/S DATA STATION INVERT SECT N 2225.000 1673.740 5 .013 W S P G W WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO 19 IS A REACH U/S DATA STATION INVERT SECT N 2258.640 1677.170 5 .013 ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N 2273.130 1678.650 5 .013 ELEMENT NO 21 IS A REACH U/S DATA STATION INVERT SECT N 2293.260 1680.700 5 .013 ELEMENT NO 22 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 2293.260 1680.700 8 .500 ELEMENT NO 23 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 2293.260 1680.700 8 PAGE NO 3 W S ELEV 1688.590 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1658.940 .000 45.000 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1659.420 .000 -45.000 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 RADIUS ANGLE ANG PT MAN H .000 .000 .000 1 RADIUS ANGLE ANG PT MAN H 794.006 15.368 .000 0 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 .000 1673.950 .000 45.800 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H 794.059 3.247 .000 0 PAGE NO 4 RADIUS ANGLE ANG PT MAN H 794.159 2.427 .000 0 RADIUS ANGLE ANG PT MAN H 22.500 36.898 .000 0 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 W S ELEV 1688.590 I I a I a A a I a I a. I I 1 9 1 t I r I I 1 9 1 a I a 1 9 1 1 1 a I a I a I Tl KNOX AVE SD -LINE K T2 Q100 FROM LINE E TO 22+93.26 T3 JN 126-2010 wli k.wsw so 1156.1701644.850 5 1648.7 R 1164.2501646.130 5 .013 .000 .000 0 R 1235.2501648.680 5 .013 .000 .000 0 ix 1237.2501648.750 5 6 .015 1.000 1650.30 30.0 .000 R 1249.0001649.140 5 .013 .000 .000 0 ix 1250.0001649.210 5 6 .015 0.400 1649.990 45.4 .000 R 1300.0001651.640 5 .013 .000 .000 0 R 1472.2501657.200 5 .013 .000 .000 0 R 1477.7501657.330 5 .015 .000 .000 1 R 1519.0001658.410 5 .013 .000 .000 0 ix 1521.0001658.470 5 6 .015 2.800 1658.940 45.0 .000 R 1529.0001658.680 5 .013 .000 .000 0 ix 1531.0001658.730 5 6 .015 1.400 1659.420 -45.0 .000 R 1959.5301670.000 5 .013 .000 .000 0 R 1965.0301670.100 5 .015 .000 .000 1 R 2178.0001673.080 5 .013 15.368 .000 0 ix 2180.0001673.110 5 6 .015 7.900 1673.950 45.8 .000 R 2225.0001673.740 5 .013 3.247 .000 0 R 2258.6401677.170 5 .013 2.427 .000 0 R 2273.1301678.650 5 .013 36.898 .000 0 R 2293.2601680.700 5 .013 .000 .000 0 WE 2293.2601680.700 8 .500 SH 2293.2601680.700 8 1688.590 CD 1 4 0. .000 5.000 .000 .000 .000 .00 CD 2 4 0 .000 4.500 .000 .000 .000 .00 CD 3 4 0 .000 4.000 .000 .000 .000 .00 CD 4 4 0 .000 3.500 .000 .000 .000 .00 CD 5 4 0 .000 3.000 .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 3 0 .000 7.890 14.000 .000 .000 .00 Q 6.500 .0 I I j j d, I I N j j di Hl - I I I STORM DRAIN HYDRAULICS INTERBI DETENTION BASIN CONDITION LINE ('610 0 EFFECTS OF THE DETENTION BASIN ON LINE "W" Since the Hydraulic Grade Line assumes the water line for the Ultimate Condition at approximately Station 21+24, therefore, by inspection, the H.GL. for Line K will assume the water line for the Ultimate Condition during the interim period when the detention basin is in place. No am to 0 0" io WO go 110 am 1W Oft to 0 0 M go to am iW I [it j I STORM DRAIN HYDRAULICS LATERALS SECTION L LATERAL HYDRAULICS 9 A 9 a a I a I a I a I I I I I I I I I I I I I I I t I I I I I FILE: latEl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:14: 6 KNOX AVE SD -LINE E & K Q100--LAT-El A 272 wli latEl.wsw Invert I Depth Water Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) Elev (CFS) I (FPS) Head I 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 DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1003.260 1601.400 2.000 1603.400 3.50 1.11 .02 1603.42 .00 .65 .00 2.000 .000 .00 0 .0 .000 .1052 .0002 .00 2.00 .00 .30 .013 .00 .00 PIPE 1003.260 1601.400 2.000 1603.400 3.50 1.11 .02 1603.42 .00 .65 .00 2.000 .000 .00 0 .0 1.742 .1052 .0002 .00 2.00 .00 .30 .013 .00 .00 PIPE 1005.003 1601.583 1.814 1603.397 3.50 1.17 .02 1603.42 .00 .65 1.16 2.000 .000 .00 0 .0 1.008 .1052 .0002 .00 1.81 .13 .30 .013 .00 .00 PIPE 1006.011 1601.689 1.706 1603.396 3.50 1.23 .02 1603.42 .00 .65 1.42 2.000 .000 .00 0 .0 .816 .1052 .0002 .00 1.71 .15 .30 .013 .00 .00 PIPE 1006.827 1601.775 1.618 1603.393 3.50 1.29 .03 1603.42 .00 .65 1.57 2.000 .000 .00 0 .0 .719 .1052 .0003 .00 1.62 .17 .30 .013 .00 .00 PIPE 1007.545 1601.851 1.540 1603.391 3.50 1.35 .03 1603.42 .00 .65 1.68 2.000 .000 .00 0 .0 .640 .1052 .0003 .00 1.54 .19 .30 .013 .00 .00 PIPE 1008.185 1601.918 1.470 1603.388 3.50 1.41 .03 1603.42 .00 .65 1.77 2.000 .000 .00 0 .0 .580 .1052 .0003 .00 1.47 .21 .30 .013 .00 .00 PIPE 1008.766 1601.979 1.406 1603.385 3.50 1.48 .03 1603.42 .00 .65 1.83 2.000 .000 .00 0 .0 .540 .1052 .0004 .00 1.41 .23 .30 .013 .00 .00 PIPE 1009.306 1602.036 1.346 1603.382 3.50 1.56 .04 1603.42 .00 .65 1.88 2.000 .000 .00 0 .0 .489 .1052 .0004 .00 1.35 .25 .30 .013 .00 .00 PIPE I t I I I I I I I I I f I I I I I It I FILE: latEl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:14: 6 KNOX AVE SD -LINE E & K Q100--LAT-El JN 126-2012 wli latEl.wsw Invert I Depth I Water Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj 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 JPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1009.794 1602.087 1.291 1603.379 3.50 1.63 .04 1603.42 .00 .65 1.91 2.000 .000 .00 0 .0 .457 .1052 .0005 .00 1.29 .27 .30 .013 .00 .00 PIPE 1010.251 1602.135 1.239 1603.375 3.50 1.71 .05 1603.42 .00 .65 1.94 2.000 .000 .00 0 .0 .235 .1052 .0005 .00 1.24 .29 .30 .013 .00 .00 PIPE 1010.486 1602.160 1.191 1603.351 3.50 1.79 .05 1603.40 .00 .65 1.96 2.000 .000 .00 0 .0 HYDRAULIC JUMP 1010.486 1602.160 .311 1602.471 3.50 11.24 1.96 1604.43 .00 .65 1.45 2.000 .000 .00 0 .0 3.803 .1052 .0613 .31 .31 4.27 .30 .013 .00 .00 PIPE 1014.289 1602.561 .322 1602.883 3.50 10.67 1.77 1604.65 .00 .65 1.47 2.000 .000 .00 0 .0 4.322 .1052 .0706 .30 .32 3.98 .30 .013 .00 .00 PIPE 1018.611 1603.016 .333 1603.349 3.50 10.18 1.61 1604.96 .00 .65 1.49 2.000 .000 .00 0 .0 3.101 .1052 .0616 .19 .33 3.73 .30 .013 .00 .00 PIPE 1021.713 1603.342 .344 1603.686 3.50 9.70 1.46 1605.15 .00 .65 1.51 2.000 .000 .00 0 .0 2.370 .1052 .0538 .13 .34 3.50 .30 .013 .00 .00 PIPE 1024.083 1603.591 .355 1603.946 3.50 9.25 1.33 1605.28 .00 .65 1.53 2.000 .000 .00 0 .0 1.868 .1052 .0469 .09 .36 3.28 .30 .013 .00 .00 PIPE 1025.950 1603.788 .367 1604.155 3.50 8.82 1.21 1605.36 .00 .65 1.55 2.000 .000 .00 0 .0 1.509 .1052 .0410 .06 .37 3.07 .30 .013 .00 .00 PIPE I I I t I FILE: latEl.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:14: 6 KNOX AVE SD -LINE E & K Q100--LAT-El JN 126-2012 wli latEI.WSW Invert Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase WtI INo Wth Station I Elev (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 L/Slem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1027.459 1603.947 .380 1604.327 3.50 8.41 1.10 1605.43 .00 .65 1.57 2.000 .000 .00 0 .0 1.253 .1052 .0359 .04 .38 2.88 .30 .013 .00 .00 PIPE 1028.712 1604.078 .393 1604.471 3.50 8.02 1.00 1605.47 .00 .65 1.59 2.000 .000 .00 0 .0 1.053 .1052 .0313 .03 .39 2.70 .30 .013 .00 .00 PIPE 1029.765 1604.189 .406 1604.595 3.50 7.65 .91 1605.50 .00 .65 1.61 2.000 .000 .00 0 .0 .881 .1052 .0274 .02 .41 2.53 .30 .013 .00 .00 PIPE 1030.646 1604.2.82 .420 1604.702 3.50 7.29 .83 1605.53 .00 .65 1.63 2.000 .000 .00 0 .0 .751 .1052 .0239 .02 .42 2.37 .30 .013 .00 .00 PIPE 1031.397 1604.361 .434 1604.795 3.50 6.95 .75 1605.55 .00 .65 1.65 2.000 .000 .00 0 .0 .631 .1052 .0209 .01 .43 2.22 .30 .013 .00 .00 PIPE 1032.028 1604.427 .449 1604.876 3.50 6.63 .68 1605.56 .00 .65 1.67 2.000 .000 .00 0 .0 .541 .1052 .0183 .01 .45 2.08 .30 .013 .00 .00 PIPE 1032.569 1604.484 .464 1604.948 3.50 6.32 .62 1605.57 .00 .65 1.69 2.000 .000 .00 0 .0 .452 .1052 .0160 .01 .46 1.94 .30 .013 .00 .00 PIPE 1033.021 1604.532 .480 1605.012 3.50 6.03 .56 1605.58 .00 .65 1.71 2.000 .000 .00 0 .0 .375 .1052 .0140 .01 .48 1.82 .30 .013 .00 .00 PIPE 1033.396 1604.571 .497 1605.068 3.50 5.75 .51 1605.58 .00 .65 1.73 2.000 .000 .00 0 .0 .316 .1052 .0122 .00 .50 1.71 .30 .013 .00 .00 PIPE FILE: latEl.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:14: 6 KNOX AVE SD -LINE E & K Q100--LAT-El JN 126-2012 wli latEl.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp, I 'IN" I X-Fallj ZR [Type Ch 1033.715 1604.605 .514 1605.119 3.50 5.48 .47 1605.58 .00 .65 1.75 2.000 .000 .00 0 .0 .268 .1052 .0107 .00 .51 1.60 .30 .013 .00 .00 PIPE 1033.983 1604.633 .531 1605.164 3.50 5.22 .42 1605.59 .00 .65 1.77 2.000 .000 .00 0 .0 .203 .1052 .0094 .00 .53 1.49 .30 .013 .00 .00 PIPE 1034.186 1604.654 .550 1605.204 3.50 4.98 .39 1605.59 .00 .65 1.79 2.000 .000 .00 0 .0 .165 .1052 .0082 .00 .55 1.40 .30 .013 .00 .00 PIPE 1034.351 1604.672 .569 1605.241 3.50 4.75 .35 1605.59 .00 .65 1.80 2.000 .000 .00 0 .0 .121 .1052 .0072 .00 .57 1.31 .30 .013 .00 .00 PIPE 1034.472 1604.684 .589 1605.273 3.50 4.53 .32 1605.59 .00 .65 1.82 2.000 .000 .00 0 .0 .090 .1052 .0063 .00 .59 1.23 .30 .013 .00 .00 PIPE 1034.562 1604.694 .609 1605.303 3.50 4.32 .29 1605.59 .00 .65 1.84 2.000 .000 .00 0 .0 .043 .1052 .0055 .00 .61 1.15 .30 .013 .00 .00 PIPE 1034.605 1604.698 .631 1605.329 3.50 4.12 .26 1605.59 .00 .65 1.86 2.000 .000 .00 0 .0 .015 .1052 .0048 .00 .63 1.07 .30 .013 .00 .00 PIPE 1034.620 1604.700 .655 1605.354 3.50 3.92 .24 1605.59 .00 .65 1.88 2.000 .000 .00 0 .0 WALL ENTRANCE 1034.620 -I- 1604.700 -I- 1.001 -I- 1605.700 -I- 3.50 -I- .17 -I- .00 -I- 1605.70 -I- .00 -I- .10 -I- 21.00 -I- 5.500 -I- 21.000 -I- .00 0 I- .0 FILE: latEl.WSW W S P G W EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 9:13:57 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 5.500 21.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-El HEADING LINE No 3 IS - JN 126-2012 w1i latEl.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 1003.260 1601.400 6 1603.400 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1034.620 1604.700 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1034.620 1604.700 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1034.620 1604.700 8 1610.200 I I a I a i a A a I a I I I I I I I I I I I I I I I I I I I I I a I a I a a Tl KNOX AVE SD -LINE E & K T2 Q100--.LAT-El T3 JN 129'--2012 wli so 1003.2601601.400 6 R 1034.6201604.700 6 WE 1034.6201604.700 8 SH 1034.6201604.700 8 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 5.500 Q 3.500 .0 latEl.wsw 1603.400 .013 .000 .000 0 .500 1610.200 .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 21.000 .000 .000 .00 FILE: latE2.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:17: 8 KNOX AVE SD -LINE E & K Q100--LAT-E2 JN T-26-2012 wli latE2.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/[Base Wtj 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 jPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1003.960 1601.250 2.150 1603.400 4.60 1.46 .03 1603.43 .00 .75 .00 2.000 .000 .00 0 .0 - 6.217 .0245 .0004 .00 2.15 .00 .49 .013 .00 .00 PIPE 1010.177 1601.403 2.000 1603.403 4.60 1.46 .03 1603.44 .00 .75 .00 2.000 .000 .00 0 .0 7.515 .0245 .0004 .00 2.00 .00 .49 .013 .00 .00 PIPE 1017.692 1601.587 1.814 1603.401 4.60 1.54 .04 1603.44 .00 .75 1.16 2.000 .000 .00 0 .0 4.317 .0245 .0004 .00 1.81 .17 .49 .013 .00 .00 PIPE 1022.009 1601.693 1.706 1603.399 4.60 1.61 .04 1603.44 .00 .75 1.42 2.000 .000 .00 0 .0 .691 .0245 .0004 .00 1.71 .20 .49 .013 .00 .00 PIPE 1022.700 1601.710 1.689 1603.399 4.60 1.63 .04 1603.44 .00 .75 1.45 2.000 .000 .00 0 .0 WALL ENTRANCE 1022.700 1601.710 1.770 1603.480 4.60 .09 .00 1603.48 .00 .09 28.00 5.500 28.000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -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 FILE: latE2.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 9:17: 0 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 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 - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-E2 HEADING LINE No 3 IS - JN 126-2012 wli latE2.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO I IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1003.960 1601.250 6 1603.400 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1022.700 1601.710 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1022.700 1601.710 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1022.700 1601.710 8 1610.200 I I a I a A a 1 9 1 a i I I I I I I I I I I I I I I I I a I a a a I a I a i Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E2 T3 JN 126-2012 wli so 1003.9601601.250 6 R 1022.7001601.710 6 WE 1022.7001601.710 8 SH 1022.7001601.710 8 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 5.500 Q 4.600 .0 latE2.wsw 013 500 - 1603.400 - .000 .000 0 1610.200 .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 FILE: LATE3.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:17:33 KNOX AVE SD -LINE E & K Q100--LAT-E3 JIV126-2012 wli latE3.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase 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.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1008.900 1602.230 2.470 1604.700 36.40 5.85 .53 1605.23 .00 1.96 2.29 3.000 .000 .00 0 .0 1.220 .0082 .0030 .00 2.47 .62 1.68 .013 .00 .00 PIPE 1010.120 1602.240 2.460 1604.700 36.40 5.87 .53 1605.23 .03 1.96 2.31 3.000 .000 .00 0 .0 35.112 .0050 .0031 .11 2.49 .63 1.97 .013 .00 .00 PIPE 1045.232 1602.417 2.339 1604.756 36.40 6.15 .59 1605.34 .03 1.96 2.49 3.000 .000 .00 0 .0 6.508 .0050 .0033 .02 2.37 .70 1.97 .013 .00 .00 PIPE WALL ENTRANCE 1051.740 1602.450 2.318 1604.768 36.40 6.21 .60 1605.37 .07 1.96 2.52 3.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- FILE: LATE3.WSW W S P G W EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 9:17:25 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 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 - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-E3 HEADING LINE No 3 IS - JN 126-2012 wli latE3.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 1008.900 1602.230 4 1604.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1010.120 1602.240 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 1051.740 1602.450 4 .013 45.000 52.992 .000 0 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1051.740 1602.450 4 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1051.740 1602.450 4 1610.000 I t I I I f I I I I I a 1 9 1 Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E3 T3 JN 126-2012 wli latE3.wsw so 1008.9001602.230 4 1604.700___ R 1010.1201602.240 4 .013 .000 .000 0 R 1051.7401602.450 4 .013 52.992 .000 0 WE 1051.7401602.450 4 .500 SH 1051.7401602.450 4 1610.000 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 3.500 .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 2 0 .000 7.470 2.000 .000 .000 .00 CD 8 3 0 .000 5.500 28.000 .000 .000 .00 Q 36.400 .0 a I a 1 9 1 a i a I I I I I t I f I t I I I I I t I I I I I F I FILE: LATE4.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE I Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:18:18 KNOX AVE SD -LINE E & K Q100--LAT-E4 JN 126-2012 wli latE4.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase WtI INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp, I 'IN" I X-Fallj ZR IType Ch 1008.380 1614.180 6.420 1620.600 90.60 7.21 .81 1621.41 .00 2.89 .00 4.000 .000 .00 0 .0 - 47.790 .0111 .0040 .19 6.42 .00 2.23 .013 .00 .00 PIPE 1056.170 1614.710 6.080 1620.790 90.60 7.21 .81 1621.60 .00 2.89 .00 4.000 .000 .00 0 .0 24.850 .0101 .0040 .10 .00 .00 2.30 .013 .00 .00 PIPE 1081.020 1614.960 6.025 1620.985 90.60 7.21 .81 1621.79 .00 2.89 .00 4.000 .000 .00 0 .0 8.000 .0100 .0040 .03 6.02 .00 2.30 .013 .00 .00 PIPE WALL ENTRANCE I : I I I I I I I I I I 1 1 1089.020 1615.040 5.976 1621.016 90.60 7.21 .81 1621.82 .00 2.89 .00 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- I t I I I t , I I I I I f I f I I I I I FILE: LATE4.WSW W S P G W - EDIT LISTING Version 14.01 Date: 5- 5-2005 Time: 9:18:10 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 2 0 .000 7.470 2.000 .00 CD a 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 - KNOX AVE SD -LINE E & K HEADING LINE NO 2 IS - Qjp0--LAT-E4 HEADING LINE NO 3 IS - JN 126-2012 wli latE4.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 1620.600 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 1089.020 1615.040 3 .013 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1089.020 1615.040 3 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1089.020 1615.040 3 1629.000 I I a I & I a I a i a I I I I I I I I I I I I I I I I I a I a I r I I I a i Tl KNOX AVE SD -LINE E & K T2 QIOO--LAT-E4 T3 JN 12j-2012 wli so 1008.3801614.180 3 R 1056.1701614.710 3 R 1081.0201614.960 3 R 1089.0201615.040 3 WE 1089.0201615.040 3 SH 1089.0201615.040 3 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 2 0 .000 7.470 CD 8 3 0 .000 5.500 Q 90.600 .0 latE4.wsw 1620.600 .013 .000 .013 31.640 .013 .000 .500 1629.000 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 28.000 .000 .000 .00 a i a A a I a A a i I I I I f I I i t I I I I I I I I I I I I I a I a I FILE: latE5.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:44: 4 KNOX AVE SD -LINE E & K qlOO--LAT-E5 JN 126-2012 wli latE5.wsw I Invert I Depth I Water I Q Vel Vel I Energy I Super lCriticallFlow ToplHeight/lBase wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1009.280 1617.740 1.860 1619.600 10.80 3.55 .20 1619.80 .00 1.18 1.02 2.000 .000 .00 0 .0 6.251 .0179 .0020 .01 1.86 .36 .83 .013 .00 .00 PIPE 1015.531 1617.852 1.741 1619.593 10.80 3.72 .21 1619.81 .00 1.18 1.34 2.000 .000 .00 0 .0 4.604 .0179 .0022 .01 1.74 .45 .83 .013 .00 .00 PIPE 1020.134 1617.935 1.647 1619.582 10.80 3.90 .24 1619.82 .00 1.18 1.52 2.000 .000 .00 0 .0 3.690 .0179 .0024 .01 1.65 .51 .83 .013 .00 .00 PIPE 1023.825 1618.001 1.566 1619.567 10.80 4.09 .26 1619.83 .00 1.18 1.65 2.000 .000 .00 0 .0, 3.074 .0179 .0026 .01 1.57 .57 .83 .013 .00 .00 PIPE 1026.899 1618.056 1.493 1619.549 10.80 4.29 .29 1619.83 .00 1.18 1.74 2.000 .000 .00 0 .0 2.495 .0179 .0029 .01 1.49 .63 .83 .013 .00 .00 PIPE 1029.393 1618.100 1.427 1619.528 10.80 4.50 .31 1619.84 .00 1.18 1.81 2.000 .000 .00 0 .0 2.017 .0179 .0033 .01 1.43 .69 .83 .013 .00 .00 PIPE 1031.411 1618.137 1.366 1619.503 10.80 4.72 .35 1619.85 .00 1.18 1.86 2.000 .000 .00 0 .0 1.502 .0179 .0037 .01 1.37 .75 .83 .013 .00 .00 PIPE 1032.913 1618.164 1.310 1619.474 10.80 4.95 .38 1619.85 .00 1.18 1.90 2.000 .000 .00 0 .0 .367 .0179 .0040 .00 1.31 .81 .83 .013 .00 .00 PIPE I I I I I I I I I I I 1 1 1033.280 1618.170 1.294 1619.464 10.80 5.02 .39 1619.86 .00 1.18 1.91 2.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I - WALL ENTRANCE I I a I a i a I a I t j I I I I I I I i I I I I I I a I a j a I a I a 1 9 1 FILE: latE5.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:44: 4 KNOX AVE SD -LINE E & K Q100--LAT-E5 JN 126-2012 wli latE5.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I 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 DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1033.280 1618.170 1.922 1620.092 10.80 .20 .00 1620.09 .00 .17 28.00 8.560 28.000 .00 0 .0 ff I a I a I a I a I I I r I I I f I I I I I I I I I I I I I a I a i a j FILE: latE5.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 9:43:56 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE I CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD a 3 0 .000 8.560 28.000 .000 .000 .00 W S P G W PAGE NO I WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-E5 HEADING LINE No 3 IS - JN 126-2012 wli latE5.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 1009.280 1617.740 6 ,,,-3-619.600 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.280 1618.170 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1033.280 1618.170 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1033.280 1618.170 8 1626.700 t 1 9 1 & 1 9 1 a I a I I I r I I I t I I I I 1 9 1 1 1 t 1 9: 1 a I t I F I Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E5 T3 JN 1 -2012 wli so 1009.2801617.740 6 R 1033.2801618.170 6 WE 1033.2801618.170 8 SH 1033.2801618.170 8 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 8.560 Q 10.800 .0 latE5.wsw .013 .500 1619.600 .000 .000 0 1626.700 .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 I t I t I t I I I I 1 9 1 FILE: latE6.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:44:48 KNOX AVE SD -LINE E & K Q100--LAT-E6 wli latE6.wsw I Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1006.420 1618.400 .505 1618.905 8.00 12.86 2.57 1621.47 .00 1.01 1.74 2.000 .000 .00 0 .0 4.311 .0922 .0618 .27 .50 3.79 .46 .013 .00 .00 PIPE 1010.731 1618.798 .514 1619.312 8.00 12.50 2.43 1621.74 .00 1.01 1.75 2.000 .000 .00 0 .0 5.546 .0922 .0356 .31 .51 3.64 .46 .013 .00 .00 PIPE 1016.277 1619.309 .532 1619.841 8.00 11.92 2.21 1622.05 .00 1.01 1.77 2.000 .000 .00 0 .0 4.197 .0922 .0487 .20 .53 3.41 .46 .013 .00 .00 PIPE 1020.474 1619.696 .550 1620.246 8.00 11.37 2.01 1622.25 .00 1.01 1.79 2.000 .000 .00 0 .0 3.275 .0922 .0426 .14 .55 3.19 .46 .013 .00 .00 PIPE 1023.749 1619.998 .570 1620.568 8.00 10.84 1.82 1622.39 .00 1.01 1.81 2.000 .000 .00 0 .0 2.674 .0922 .0373 .10 .57 2.99 .46 .013 .00 .00 PIPE 1026.423 1620.244 .589 1620.833 8.00 10.33 1.66 1622.49 .00 1.01 1.82 2.000 .000 .00 0 .0 2.178 .0922 .0326 .07 .59 2.79 .46 .013 .00 .00 PIPE 1028.601 1620.445 .610 1621.055 8.00 9.85 1.51 1622.56 .00 1.01 1.84 2.000 .000 .00 0 .0 1.824 .0922 .0286 .05 .61 2.61 .46 .013 .00 .00 PIPE 1030.425 1620.613 .631 1621.244 8.00 9.39 1.37 1622.61 .00 1.01 1.86 2.000 .000 .00 0 .0 1.512 .0922 .0250 .04 .63 2.45 .46 .013 .00 I .00 1 PIPE 1 I 1031.938 1620.753 I .654 I I 1621.407 I 8.00 8.96 I 1.25 I 1622.65 .00 I 1.01 -I- I 1.88 I 2.000 -I- -I- .000 -I- .00 0 I- .0 -I- 1.285 -I- .0922 -I- -I- -I- -I- -I- .0219 -I- .03 -I- .65 2.29 .46 .013 .00 .00 PIPE FILE: latE6.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:44:48 KNOX AVE SD -LINE E & K Q100--LAT-E6 JN 126-2012 wli latE6.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia.-FTjor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1033.222 1620.871 .677 1621.548 8.00 8.54 1.13 1622.68 .00 1.01 1.89 2.000 .000 .00 0 .0 1.082 .0922 .0192 .02 .68 2.14 .46 .013 .00 .00 PIPE 1034.304 1620.971 .701 1621.672 8.00 8.14 1.03 1622.70 .00 1.01 1.91 2.000 .000 .00 0 .0 .910 .0922 .0168 .02 .70 2.00 .46 .013 .00 .00 PIPE 1035.214 1621.055 .726 1621.781 8.00 7.76 .94 1622.72 .00 1.01 1.92 2.000 .000 .00 0 .0 .763 .0922 .0148 .01 .73 1.87 .46 .013 .00 .00 PIPE 1035.978 1621.125 .752 1621.877 8.00 7.40 .85 1622.73 .00 1.01 1.94 2.000 .000 .00 0 .0 .635 .0922 .0130 .01 .75 1.75 .46 .013 .00 .00 PIPE 1036.613 1621.183 .779 1621.963 8.00 7.06 .77 1622.74 .00 1.01 1.95 2.000 .000 .00 0 .0 .524 .0922 .0114 .01 .78 1.63 .46 .013 .00 .00 PIPE 1037.137 1621.232 .807 1622.039 8.00 6.73 .70 1622.74 .00 1.01 1.96 2.000 .000 .00 0 .0 .413 .0922 .0100 .00 .81 1.52 .46 .013 .00 .00 PIPE 1037.549 1621.270 .837 1622.107 8.00 6.42 .64 1622.75 .00 1.01 1.97 2.000 .000 .00 0 .0 .325 .0922 .0088 .00 .84 1.42 .46 .013 .00 .00 PIPE 1037.874 1621.300 .868 1622.168 8.00 6.12 .58 1622.75 .00 1.01 1.98 2.000 .000 .00 0 .0 .246 .0922 .0077 .00 .87 1.33 .46 .013 .00 .00 PIPE 1038.121 1621.322 .900 1622.223 8.00 5.83 .53 1622.75 .00 1.01 1.99 2.000 .000 .00 0 .0 .176 .0922 .0068 .00 .90 1.24 .46 .013 .00 .00 PIPE I I a a I a I a I a a I t I I I r I t I I I I I t I t I t I I I FILE: latE6.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 9:44:48 KNOX AVE SD -LINE E & K Q100--LAT-E6 JN 126-2012 wli latE6.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm, Dp I "N" I X-Fallj ZR IType Ch 1038.297 1621.339 .933 1622.272 8.00 5.56 .48 1622.75 .00 1.01 2.00 2.000 .000 .00 0 .0 .100 .0922 .0059 .00 .93 1.15 .46 .013 .00 .00 PIPE 1038.397 1621.348 .968 1622.316 8.00 5.30 .44 1622.75 .00 1.01 2.00 2.000 .000 .00 0 .0 .023 .0922 .0052 .00 .97 1.08 .46 .013 .00 .00 PIPE 1038.420 1621.350 1.007 1622.357 8.00 5.05 .40 1622.75 .00 1.01 2.00 2.000 .000 .00 0 .0 WALL ENTRANCE 1038.420 1621.350 1.589 1622.939 8.00 .24 .00 1622.94 .00 .17 21.00 5.500 21.000 .00 0 .0 # I a A a A a i f I I I I I I 1 9 1 1 1 a I I I t I I I I I I I FILE: latE6.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 9:44:40 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE I CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 5.500 21.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-E6 HEADING LINE NO 3 IS - JN 126-2012 wli latE6.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 1006.420 1618.400 6 1619.600 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1038.420 1621.350 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1038.420 1621.350 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1038.420 1621.350 8 1626.850 f I ff A a A a A a I t I I I I I I I I I I I I I I I I I I I t I t I a I a i Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E6 T3 JN 1267TO12 wli so 1006.4201618.400 6 R 1038.4201621.350 6 WE 1038.4201621.350 8 SH 1038.4201621.350 8 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 5.500 Q 8.000 .0 latE6.wsw .013 .500 1619.600 .000 .000 0 1626.850 .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 21.000 .000 .000 .00 a I a, a a I a I a A I I I I t I f I I I I I I I I I I 1 9 1 a I a I a i FILE: E13.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time:10:32: 2 KNOX AVE SD -LINE E & K Q100--LAT-E13 JN 126-2012 wli latEl3.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width [Dia.-FTIor I.D.1 ZL ]Prs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1005.840 1621.420 1.680 1623.100 12.00 4.26 .28 1623.38 .00 1.24 1.47 2.000 .000 .00 0 .0 4.063 .0150 .0028 .01 1.68 .54 .92 .013 .00 .00 PIPE 1009.903 1621.481 1.594 1623.075 12.00 4.47 .31 1623.39 .00 1.24 1.61 2.000 .000 .00 0 .0 HYDRAULIC JUMP 1009.903 1621.481 .949 1622.430 12.00 8.17 1.04 1623.47 .00 1.24 2.00 2.000 .000 .00 0 .0 23.160 .0150 .0126 .29 .95 1.68 .92 .013 .00 .00 PIPE 1033.063 1621.829 .985 1622.814 12.00 7.78 .94 1623.75 .00 1.24 2.00 2.000 .000 .00 0 .0 12.140 .0150 .0111 .13 .99 1.56 .92 .013 .00 .00 PIPE 1045.203 1622.011 1.023 1623.035 12.00 7.42 .85 1623.89 .00 1.24 2.00 2.000 .000 .00 0 .0 7.397 .0150 .0098 .07 1.02 1.45 .92 .013 .00 .00 PIPE 1052.600 1622.123 1.062 1623.185 12.00 7.07 .78 1623.96 .00 1.24 2.00 2.000 .000 .00 0 .0 4.482 .0150 .0086 .04 1.06 1.35 .92 .013 .00 .00 PIPE 1057.082 1622.190 1.104 1623.294 12.00 6.75 .71 1624.00 .00 1.24 1.99 2.000 .000 .00 0 .0 2.732 .0150 .0076 .02 1.10 1.26 .92 .013 .00 .00 PIPE 1059.814 1622.231 1.148 1623.379 12.00 6.43 .64 1624.02 .00 1.24 1.98 2.000 .000 .00 0 .0 1.495 .0150 .0067 .01 1.15 1.17 .92 .013 .00 .00 PIPE 1061.309 1622.254 1.194 1623.448 12.00 6.13 .58 1624.03 .00 1.24 1.96 2.000 .000 .00 0 .0 .431 .0150 .0060 .00 1.19 1.08 .92 .013 .00 .00 PIPE f I a I a A w i a I a i t I f I t I I A I I I I t I I I I I t I t I a I a I FILE: E13.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time:10:32: 2 KNOX AVE SD -LINE E & K Q100--LAT-E13 JN 126-2012 wli latE13.wsw Invert I Depth I Water Q Vel Vel I Energy I Super ICriticallFlow Top[Height/lBase Wtj jNo 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Falli ZR IType Ch 1061.740 1622.260 1.244 1623.504 12.00 5.84 .53 1624.03 .00 1.24 1.94 2.000 .000 .00 0 .0 FILE: E13.WSW W S P G W EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time:10:31:54 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE I CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 8.560 28.000 .000 .000 .00 W S P G W PAGE NO I WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-E13 HEADING LINE No 3 IS - JN 126-2012 wli latEl3.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 1005.840 1621.420 6 1623.100 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1061.740 1622.260 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1061.740 1622.260 6 1630.000 I I a I a 1 9 1 a I a I t I t I I I f , I I I I I I I I 1 9 1 9 1 a I a I C I Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E13 ----------- T3 JN 126-2012 wli so 1005.8401621.420 6 R 1061.7401622.260 6 SH 1061.7401622.260 6 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 8.560 Q 12.000 .0 latE13. wsw 1623.100 .013 1630.000 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 28.000 .000 .000 .00 000 .000 0 a j a j 9 A & A a I I I I I I I I I t I I 1 9 1 1 1 a I i a I FILE: E14.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 7:29:32 KNOX AVE SD -LINE E & K Q100--LAT-E14 JN 126-2012 wli latEl4.wsw Invert I Depth I Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem [Ch Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1006.190 1628.950 1.750 1630.700 4.90 1.68 .04 1630.74 .00 .78 1.32 2.000 .000 .00 0 .0 3.885 .0240 .0004 .00 1.75 .20 .51 .013 .00 .00 PIPE 1010.075 1629.043 1.654 1630.697 4.90 1.76 .05 1630.75 .00 .78 1.51 2.000 .000 .00 0 .0 3.282 .0240 .0005 .00 1.65 .23 .51 .013 .00 .00 PIPE 1013.357 1629.122 1.572 1630.694 4.90 1.85 .05 1630.75 .00 .78 1.64 2.000 .000 .00 0 .0 2.833 .0240 .0005 .00 1.57 .26 .51 .013 .00 .00 PIPE 1016.190 1629.190 1.501 1630.691 4.90 1.94 .06 1630.75 .04 .78 1.73 2.000 .000 .00 0 .0 2.573 .0242 .0006 .00 1.54 .28 .50 .013 .00 .00 PIPE 1018.763 1629.252 1.434 1630.686 4.90 2.03 .06 1630.75 .05 .78 1.80 2.000 .000 .00 0 .0 1.557 .0242 .0007 .00 1.48 .31 .50 .013 .00 .00 PIPE 1020.320 1629.290 1.394 1630.684 4.90 2.10 .07 1630.75 .00 .78 1.84 2.000 .000 .00 0 .0 -1- -17 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- 1- 2.183 .0243 .0007 .00 1.39 .33 .50 .013 .00 .00 PIPE 1022.503 1629.343 1.335 1630.678 4.90 2.20 .08 1630.75 .00 .78 1.88 2.000 .000 .00 0 .0 2.018 .0243 .0008 .00 1.34 .36 .50 .013 .00 .00 PIPE 1024.521 1629.392 1.280 1630.672 4.90 2.31 .08 1630.75 .00 .78 1.92 2.000 .000 .00 0 .0 1.824 .0243 .0009 .00 1.28 .39 .50 .013 .00 .00 PIPE 1026.345 1629.437 1.229 1630.666 4.90 2.42 .09 1630.76 .00 .78 1.95 2.000 .000 .00 0 .0 1.669 .0243 .0010 .00 1.23 .42 .50 .013 .00 .00 PIPE a I a I a 1 9 1 a A I I f I t I t I t I t I t I t I t I I 1 9 1 t I FILE: E14.WSW W S P G W - CIVILDESIGN version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 7:29:32 KNOX AVE SD -LINE E & K Q100--LAT-E14 JN 126-2012 wli latEl4.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1028.014 1629.477 1.181 1630.658 4.90 2.54 .10 1630.76 .00 .78 1.97 2.000 .000 .00 0 .0 1.553 .0243 .0012 .00 1.18 .45 .50 .013 .00 .00 PIPE 1029.568 1629.515 1.135 1630.650 4.90 2.66 .11 1630.76 .00 .78 1.98 2.000 .000 .00 0 .0 1.235 .0243 .0013 .00 1.14 .49 .50 .013 .00 .00 PIPE 1030.802 1629.545 1.092 1630.637 4.90 2.79 .12 1630.76 .00 .78 1.99 2.000 .000 .00 0 .0 HYDRAULIC JUMP 1030.802 1629.545 .531 1630.076 4.90 7.33 .83 1630.91 .00 .78 1.77 2.000 .000 .00 0 .0 7.153 .0243 .0184 .13 .53 2.10 .50 .013 .00 .00 PIPE 1037.956 1629.719 .550 1630.270 4.90 6.98 .76 1631.03 .00 .78 1.79 2.000 .000 .00 0 .0 6.018 .0243 .0161 .10 .55 1.96 .50 .013 .00 .00 PIPE 1043.974 1629.866 .569 1630.435 4.90 6.65 .69 1631.12 .00 .78 1.80 2.000 .000 .00 0 .0 4.136 .0243 .0141 .06 .57 1.83 .50 .013 .00 .00 PIPE 1048.110 1629.967 .589 1630.556 4.90 6.34 .62 1631.18 .00 .78 1.82 2.000 .000 .00 0 .0 3.059 .0243 .0123 .04 .59 1.72 .50 .013 .00 .00 PIPE 1051.169 1630.041 .609 1630.650 4.90 6.05 .57 1631.22 .00 .78 1.84 2.000 .000 .00 0 .0 2.258 .0243 .0108 .02 .61 1.61 .50 .013 .00 .00 PIPE 1053.427 1630.096 .630 1630.726 4.90 5.77 .52 1631.24 .00 .78 1.86 2.000 .000 .00 0 .0 1.606 .0243 .0094 .02 .63 1.50 .50 .013 .00 .00 PIPE a I a i a I a I t I If I I I I I t I r I I I 1 9 1 a I w I FILE: E14.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 7:29:32 KNOX AVE SD -LINE E & K Q100--LAT-E14 JN 126-2012 wli latE14.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow TopIHeight/IBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL ]Prs/Pip L/Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Faill ZR IType Ch 1055.032 1630.135 .653 1630.788 4.90 5.50 .47 1631.26 .00 .78 1.88 2.000 .000 .00 0 .0 1.224 .0243 .0083 .01 .65 1.41 .50 .013 .00 .00 PIPE 1056.256 1630.165 .676 1630.841 4.90 5.24 .43 1631.27 .00 .78 1.89 2.000 .000 .00 0 .0 .865 .0243 .0073 .01 .68 1.31 .50 .013 .00 .00 PIPE 1057.121 1630.186 .700 1630.886 4.90 5.00 .39 1631.27 .00 .78 1.91 2.000 .000 .00 0 .0 .570 .0243 .0064 .00 .70 1.23 .50 .013 .00 .00 PIPE 1057.691 1630.200 .725 1630.925 4.90 4.76 .35 1631.28 .00 .78 1.92 2.000 .000 .00 0 .0 .322 .0243 .0056 .00 .73 1.15 .50 .013 .00 .00 PIPE 1058.014 1630.208 .751 1630.959 4.90 4.54 .32 1631.28 .00 .78 1.94 2.000 .000 .00 0 .0 .096 .0243 .0049 .00 .75 1.07 .50 .013 .00 .00 PIPE 1058.110 1630.210 .779 1630.989 4.90 4.32 .29 1631.28 .00 .78 1.95 2.000 .000 .00 0 .0 I i t I I I I I I I I I I I t FILE: E14.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 7:29:24 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 8.560 28.000 .000 .000 .00 W S P G W PAGE NO I WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-E14 HEADING LINE NO 3 IS - JN 126-2012 wli latE14.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 1006.190 1628.950 6 1630.700 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.190 1629.190 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1020.320 1629.290 6 .013 5.083 46.550 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1058.110 1630.210 6 .013 .000 .000 .000 0 ELEMENT NO 5 IS A'SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1058.110 1630.210 6 1640.000 I I a i a I a i a I a I I I I I I I t I I I t I t I I I t I t i a I a A a I TI KNOX AVE SD -LINE E & K T2 Q100--LAT-El-4 T3 JN 126-2012 wli so 1006.1901628.950 6 R 1016.1901629.190 6 R 1020.3201629.290 6 R 1058.1101630.210 6 SH 1058.1101630.210 6 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 8.560 Q 4.900 .0 latEl 4 . wsw .013 .013 .013 1630.700 .000 .000 0 46.550 .000 0 .000 .000 0 1640.000 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 28.000 .000 .000 .00 a I a I a i a I a I FILE: latE9.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4:46:13 KNOX AVE SD -LINE E & K Q100--LAT-E9 - JN 126-2012 wli latE9.wsw Invert Depth I Water Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) I Elev (CFS) I (FPS) Head I 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 DpthIFroude NINorm Dp, I "N" I X-Fallj ZR IType Ch 1006.080 1629.870 .437 1630.307 7.00 13.78 2.95 1633.25 .00 .94 1.65 2.000 .000 .00 0 .0 7.270 .1149 .0818 .59 .44 4.38 .41 .013 .00 .00 PIPE 1013.350 1630.706 .451 1631.157 7.00 13.17 2.69 1633.85 .00 .94 1.67 2.000 .000 .00 0 .0 5.323 .1149 .0718 .38 .45 4.12 .41 .013 .00 .00 PIPE 1018.673 1631.317 .466 1631.783 7.00 12.56 2.45 1634.23 .00 .94 1.69 2.000 .000 .00 0 .0 3.956 .1149 .0627 .25 .47 3.85 .41 .013 .00 .00 PIPE 1022.629 1631.772 .482 1632.254 7.00 11.97 2.23 1634.48 .00 .94 1.71 2.000 .000 .00 0 .0 3.085 .1149 .0549 .17 .48 3.61 .41 .013 .00 .00 PIPE 1025.714 1632.126 .499 1632.626 7.00 11.41 2.02 1634.65 .00 .94 1.73 2.000 .000 .00 0 .0 2.494 .1149 .0480 .12 .50 3.38 .41 .013 .00 .00 PIPE 1028.208 1632.413 .516 1632.929 7.00 10.88 1.84 1634.77 .00 .94 1.75 2.000 .000 .00 0 .0 2.045 .1149 .0420 .09 .52 3.16 .41 .013 .00 .00 PIPE 1030.253 1632.648 .534 1633.182 7.00 10.38 1.67 1634.85 .00 .94 1.77 2.000 .000 .00 0 .0 1.701 .1149 .0367 .06 .53 2.96 .41 .013 .00 .00 PIPE 1031.954 1632.844 .553 1633.397 7.00 9.89 1.52 1634.92 .00 .94 1.79 2.000 .000 .00 0 .0 1.440 .1149 .0322 .05 .55 2.77 .41 .013 .00 .00 PIPE 1033.394 1633.009 .572 1633.581 7.00 9.43 1.38 1634.96 .00 .94 1.81 2.000 .000 .00 0 .0 1.217 .1149 .0281 .03 .57 2.59 .41 .013 .00 .00 PIPE a I a 1 9 1 IL I a -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a i a I FILE: latE9.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4:46:13 KNOX AVE SD -LINE E & K Q100--LAT-E9 JN 126-2012 wli latE9.wsw I Invert Depth I Water Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) I Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1034.611 1633.149 .592 1633.741 7.00 8.99 1.26 1635.00 .00 .94 1.83 2.000 .000 .00 0 .0 1.043 .1149 .0246 .03 .59 2.43 .41 .013 .00 .00 PIPE 1035.654 1633.269 .612 1633.881 7.00 8.58 1.14 1635.02 .00 .94 1.84 2.000 .000 .00 0 .0 .876 .1149 .0216 .02 .61 2.27 .41 .013 .00 .00 PIPE 1036.530 1633.370 .634 1634.004 7.00 8.18 1.04 1635.04 .00 .94 1.86 2.000 .000 .00 0 .0 .754 .1149 .0189 .01 .63 2.12 .41 .013 .00 .00 PIPE 1037.284 1633.456 .656 1634.112 7.00 7.60 .94 1635.06 .00 .94 1.88 2.000 .000 .00 0 .0 .638 .1149 .0165 .01 .66 1.99 .41 .013 .00 .00 PIPE 1037.922 1633.529 .679 1634.208 7.00 7.43 .86 1635.07 .00 .94 1.89 2.000 .000 .00 0 .0 .528 .1149 .0145 .01 .68 1.86 .41 .013 .00 .00 PIPE 1038.450 1633.590 .704 1634.294 7.00 7.09 .78 1635.07 .00 .94 1.91 2.000 .000 .00 0 .0 .449 .1149 .0127 .01 .70 1.74 .41 .013 .00 .00 PIPE 1038.899 1633.642 .729 1634.371 7.00 6.76 .71 1635.08 .00 .94 1.93 2.000 .000 .00 0 .0 .371 .1149 .0111 .00 .73 1.62 .41 .013 .00 .00 PIPE 1039.269 1633.684 .755 1634.439 7.00 6.44 .64 1635.08 .00 .94 1.94 2.000 .000 .00 0 .0 .301 .1149 .0098 .00 .76 1.52 .41 .013 .00 .00 PIPE 1039.570 1633.719 .782 1634.501 7.00 6.14 .59 1635.09 .00 .94 1.95 2.000 .000 .00 0 .0 .228 .1149 .0086 .00 .78 1.42 .41 .013 .00 .00 PIPE FILE: latE9.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4:46:13 KNOX AVE SD -LINE E & K Q100--LAT-E9 JN 126-2012 wli latE9.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I 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 DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1039.798 1633.745 .811 1634.556 7.00 5.86 .53 1635.09 .00 .94 1.96 2.000 .000 .00 0 .0 .181 .1149 .0075 .00 .81 1.32 .41 .013 .00 .00 PIPE 1039.979 1633.766 .840 1634.606 7.00 5.58 .48 1635.09 .00 .94 1.97 2.000 .000 .00 0 .0 .120 .1149 .0066 .00 .84 1.24 .41 .013 .00 .00 PIPE 1040.099 1633.780 .871 1634.651 7.00 5.32 .44 1635.09 .00 .94 1.98 2.000 .000 .00 0 .0 .073 .1149 .0058 .00 .87 1.15 .41 .013 .00 .00 PIPE 1040.173 1633-788 .903 1634.691 7.00 5.08 .40 1635.09 .00 .94 1.99 2.000 .000 .00 0 .0 .017 .1149 .0051 .00 .90 1.08 .41 .013 .00 .00 PIPE 1040.190 1633.790 .939 1634.729 7.00 4.83 .36 1635.09 .00 .94 2.00 2.000 .000 .00 0 .0 WALL ENTRANCE 1040.190 1633.790 1.469 1635.259 7.00 .34 .00 1635.26 .00 .20 14.00 5.500 14.000 .00 0 .0 I j & A &- I a a w I I 1 9 1 F I I I t I I I I I I I I I I I I I I I I I FILE: latE9.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 4:46: 5 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 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 I IS - KNOX AVE SD -LINE E & K HEADING LINE NO 2 IS - Q100--LAT-E9 HEADING LINE No 3 IS - JN 126-2012 wl-i latE9.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 1006.080 1629.870 6 1631.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1040.190 1633.790 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1040.190 1633.790 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1040.190 1633.790 8 1639.400 I I a I a a a, I a I a i t I I I I I r 1 9 1 t i I I F' 1 9 1 a I a, 1 9 1 9 1 Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E9 T3 JN 126-2012 wli so 1006.0801629.870 6 R 1040.1901633.790 6 WE 1040.1901633.790 8 SH 1040.1901633.790 8 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 5.500 Q 7.000 .0 latE9.wsw 1631.000 .013 .500 A ull� Milext 1639.400 .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 A ull� Milext a I a I a I a I ff I I I I I I I t I I I I I I I t I I I I I FILE: latE8.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4:45:52 KNOX AVE SD -LINE E & K Q100--LAT-E8 JN 777-M-12 wli latEB.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope SF Avel HF ISE Dpth]Froude NINorm Dp I 'IN" I X-Fallj ZR [Type Ch 1007.210 1629.920 1.580 1631.500 8.20 3.08 .15 1631.65 .00 1.02 1.63 2.000 .000 .00 0 .0 3.008 .0211 .0015 .00 1.58 .42 .68 .013 .00 .00 PIPE 1010.218 1629.984 1.506 1631.490 8.20 3.23 .16 1631.65 .00 1.02 1.72 2.000 .000 .00 0 .0 2.607 .0211 .0017 .00 1.51 .47 .68 .013 .00 .00 PIPE 1012.825 1630.039 1.439 1631.478 8.20 3.39 .18 1631.66 .00 1.02 1.80 2.000 .000 .00 0 .0 2.290 .0211 .0019 .00 1.44 .51 .68 .013 .00 .00 PIPE 1015.114 1630.087 1.377 1631.464 8.20 3.55 .20 1631.66 .00 1.02 1.85 2.000 .000 .00 0 .0 1.961 .0211 .0021 .00 1.38 .56 .68 .013 .00 .00 PIPE 1017.075 1630.129 1.320 1631.449 8.20 3.73 .22 1631.66 .00 1.02 1.89 2.000 .000 .00 0 .0 1.724 .0211 .0023 .00 1.32 .61 .68 .013 .00 .00 PIPE 1018.800 1630.165 1.266 1631.431 8.20 3.91 .24 1631.67 .00 1.02 1.93 2.000 .000 .00 0 .0 -1- 1.419 -17 .0211 -1- .0026 .00 1.27 .66 .68 .013 .00 .00 PIPE 1020.219 1630.195 1.216 1631.411 8.20 4.10 .26 1631.67 .00 1.02 1.95 2.000 .000 .00 0 .0 1.205 .0211 .0030 .00 1.22 .71 .68 .013 .00 .00 PIPE 1021.424 1630.221 1.168 1631.389 8.20 4.30 .29 1631.68 .00 1.02 1.97 2.000 .000 .00 0 .0 .916 .0211 .0034 .00 1.17 .77 .68 .013 .00 .00 PIPE 1022.340 1630.240 1.123 1631.363 8.20 4.51 .32 1631.68 .00 1.02 1.98 2.000 .000 .00 0 .0 .601 .0211 .0038 .00 1.12 .83 .68 .013 .00 .00 PIPE a I a A a A a a a I I I f I I I I I I I I I I I I 1 9 1 a I r FILE: latEB.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4:45:52 KNOX AVE SD -LINE E & K Q100--LAT-E8 JN 126-2012 wli latE8.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow Top]Height/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1022.941 1630.253 1.081 1631.334 8.20 4.73 .35 1631.68 .00 1.02 1.99 2.000 .000 .00 0 .0 .312 .0211 .0043 .00 1.08 .89 .68 .013 .00 .00 PIPE 1023.253 1630.259 1.041 1631.301 8.20 4.96 .38 1631.68 .00 1.02 2.00 2.000 .000 .00 0 .0 .036 .0211 .0047 .00 1.04 .96 .68 .013 .00 .00 PIPE 1023.290 1630.260 1.031 1631.291 8.20 5.02 .39 1631.68 .00 1.02 2.00 2.000 .000 .00 0 .0 WALL ENTRANCE 1023.290 1630.260 1.610 1631.870 8.20 .36 .00 1631.87 .00 .22 14.00 8.590 14.000 .00 0 .0 I I ff I a a a I a i a I a I I I a I I I I I I I I I I I I 1 9 1 a i a I a I FILE: latE8.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 4:45:44 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 8.590 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO I IS - KNOX AVE SD -LINE E & K HEADING LINE NO 2 IS - Q100--LAT-E8 HEADING LINE No 3 IS - JN 126-2012 wli latE8.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 1007.210 1629.920 6 1631.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1023.290 1630.260 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE UIS DATA STATION INVERT SECT FP 1023.290 1630.260 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1023.290 1630.260 8 1639.720 I I t I a I a A a i a I I I I I I I I 1 9 1 1 1 1 1 1 1 9 1 a I a i It I It i Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E8 T3 JN 126-2012 wli so 1007.2101629.920 6 R 1023.2901630.260 6 WE 1023.2901630.260 8 SH 1023.2901630.260 8 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 8.590 Q 8.200 .0 latE8.wsw .013 .500 1631.500 .000 .000 0 1639.720 .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 FILE: elO.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4: 1:21 KNOX AVE SD -LINE E & K Q100--LAT-E10 JN 12%---Z= wli Elo.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase 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.-FTjor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1010.680 1630.380 1.820 1632.200 7.50 1.67 .04 1632.24 .00 .86 2.93 3.000 .000 .00 0 .0 2.836 .0237 .0003 .00 1.82 .24 .55 .013 .00 .00 PIPE 1013.516 1630.447 1.749 1632.197 7.50 1.75 .05 1632.24 .00 .86 2.96 3.000 .000 .00 0 .0 2.700 .0237 .0003 .00 1.75 .26 .55 .013 .00 .00 PIPE 1016.216 1630.511 1.681 1632.193 7.50 1.84 .05 1632.25 .00 .86 2.98 3.000 .000 .00 0 .0 2.464 .0237 .0004 .00 1.68 .28 .55 .013 .00 .00 PIPE 1018.680 1630.570 1.619 1632.189 7.50 1.93 .06 1632.25 .02 .86 2.99 3.000 .000 .00 0 .0 2.385 .0235 .0004 .00 1.63 .30 .55 .013 .00 .00 PIPE 1021.065 1630.626 1.558 1632.184 7.50 2.02 .06 1632.25 .02 .86 3.00 3.000 .000 .00 0 .0 2.245 .0235 .0005 .00 1.58 .32 .55 .013 .00 .00 PIPE 1023.310 1630.679 1.500 1632.179 7.50 2.12 .07 1632.25 .02 .86 3.00 3.000 .000 .00 0 .0 2.093 .0235 .0005 .00 1.52 .34 .55 .013 .00 .00 PIPE 1025.402 1630.728 1.445 1632.173 7.50 2.22 .08 1632.25 .02 .86 3.00 3.000 .000 .00 0 .0 1.938 .0235 .0006 .00 1.47 .37 .55 .013 .00 .00 PIPE 1027.340 1630.773 1.393 1632.167 7.50 2.33 .08 1632.25 .02 .86 2.99 3.000 .000 .00 0 .0 1.823 .0235 .0007 .00 1.42 .40 .55 .013 .00 .00 PIPE 1029.164 1630.816 1.343 1632.159 7.50 2.45 .09 1632.25 .02 .86 2.98 3.000 .000 .00 0 .0 1.706 .0235 .0008 .00 1.37 .43 .55 .013 .00 .00 PIPE I I I f 1 9 1 1 1 11 1 a I I FILE: elO.WSW W S P G W CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4: 1:21 KNOX AVE SD -LINE E & K Q100--LAT-EI0 JN 126-2012 wli E10.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1030.870 1630.856 1.295 1632.151 7.50 2.57 .10 1632.25 .03 .86 2.97 3.000 .000 .00 0 .0 1.440 .0235 .0009 .00 1.32 .46 .55 .013 .00 .00 PIPE 1032.310 1630.890 1.254 1632.144 7.50 2.68 .11 1632.26 .00 .86 2.96 3.000 .000 .00 0 .0 1.027 .0241 .0010 .00 1.25 .49 .55 .013 .00 .00 PIPE 1033.338 1630.915 1.209 1632.124 7.50 2.81 .12 1632.25 .00 .86 2.94 3.000 .000 .00 0 .0 HYDRAULIC JUMP 1033.338 1630.915 .584 1631.498 7.50 7.75 .93 1632.43 .00 .86 2.38 3.000 .000 .00 0 .0 4.758 .0241 .0178 .08 .58 2.14 .55 .013 .00 .00 PIPE 1038.095 1631.029 .594 1631.624 7.50 7.55 .89 1632.51 .00 .86 2.39 3.000 .000 .00 0 .0 7.526 .0241 .0160 .12 .59 2.06 .55 .013 .00 .00 PIPE 1045.622 1631.211 .614 1631.825 7.50 7.20 .80 1632.63 .00 .86 2.42 3.000 .000 .00 0 .0 5.187 .0241 .0140 .07 .61 1.93 .55 .013 .00 .00 PIPE 1050.809 1631.335 .635 1631.970 7.50 6.86 .73 1632.70 .00 .86 2.45 3.000 .000 .00 0 .0 3.767 .0241 .0122 .05 .64 1.81 .55 .013 .00 .00 PIPE 1054.575 1631.426 .657 1632.083 7.50 6.55 .67 1632.75 .00 .86 2.48 3.000 .000 .00 0 .0 2.880 .0241 .0107 .03 .66 1.70 .55 .013 .00 .00 PIPE 1057.455 1631.495 .679 1632.174 7.50 6.24 .60 1632.78 .00 .86 2.51 3.000 .000 .00 0 .0 2.174 .0241 .0094 .02 .68 1.59 .55 .013 .00 .00 PIPE a I a I a I a i a I a I a I a i a I I I I I a I a I a I t I I I FILE: elO.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4: 1:21 KNOX AVE SD -LINE E & K Q100--LAT-ElO JN 126-2012 wli E10.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFIow Top[Height/lBase 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.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1059.628 1631.547 .702 1632.250 7.50 5.95 .55 1632.80 .00 .86 2.54 3.000 .000 .00 0 .0 1.635 .0241 .0082 .01 .70 1.49 .55 .013 .00 .00 PIPE 1061.263 1631.587 .726 1632.313 7.50 5.67 .50 1632.81 .00 .86 2.57 3.000 .000 .00 0 .0 1.208 .0241 .0071 .01 .73 1.39 .55 .013 .00 .00 PIPE 1062.472 1631.616 .751 1632.367 7.50 5.41 .45 1632.82 .00 .86 2.60 3.000 .000 .00 0 .0 .859 .0241 .0063 .01 .75 1.31 .55 .013 .00 .00 PIPE 1063.331 1631.636 .777 1632.414 7.50 5.16 .41 1632.83 .00 .86 2.63 3.000 .000 .00 0 .0 .567 .0241 .0055 .00 .78 1.22 .55 .013 .00 .00 PIPE 1063.898 1631.650 .804 1632.454 7.50 4.92 .38 1632.83 .00 .86 2.66 3.000 .000 .00 0 .0 .318 .0241 .0048 .00 .80 1.14 .55 .013 .00 .00 PIPE 1064.216 1631.658 .832 1632.490 7.50 4.69 .34 1632.83 .00 .86 2.69 3.000 .000 .00 0 .0 .094 .0241 .0042 .00 .83 1.07 .55 .013 .00 .00 PIPE WALL ENTRANCE I 1064.310 1631.660 I I .863 I 1632.523 I 7.50 4.46 I .31 I 1632.83 .00 I .86 I 2.72 I 3.000 I I .000 .00 I 0 .0 FILE: elO.WSW W S P G W EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 4: 1:13 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 4.000 10.340 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-ElO HEADING LINE No 3 IS - JN 126-2012 wli E10.wsw W S P G W PAGE NO 2 WATER SURFACE PROFILE ELEMENT CARD LISTING ELEMENT NO I IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1010.680 1630.380 4 1632.200 ELEMENT NO 2 IS A REACH dswr--� U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1018.680 1630.570 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 1032.310 1630.890 4 .013 22.500 34.709 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1064.310 1631.660 4 .013 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1064.310 1631.660 4 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1064.310 1631.660 4 1642.000 I I a I a i a I a I a I I I I I I I I I t I I I I I a I a I a I a I a I a I Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-ElO T3 JN 126-2012 wli so 1010.6801630.380 4 R 1018.6801630.570 4 R 1032.3101630.890 4 R 1064.3101631.660 4 WE 1064.3101631.660 4 SH 1064.3101631.660 4 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 2 0 .000 7.470 CD 8 3 0 .000 4.000 Q 7.500 .0 E10.wsw 1632.200 .013 .000 .013 34.709 .013 .000 .500 1642.000 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 .000 .000 .000 .00 2.000 .000 .000 .00 10.340 .000 .000 .00 a i & j a i a I a I I I f I I I I I I I a 1 9 1 IF I a I a I a I a I It i FILE: el2.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4: 1:43 KNOX AVE SD -LINE E & K Q100-: �AT-EI2�, JN 126-2012 wli E12.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1010.600 1637.650 .792 1638.442 18.50 12.39 2.38 1640.83 .00 1.38 2.65 3.000 .000 .00 0 .0 3.000 .0667 .0319 .10 .79 2.91 .66 .013 .00 .00 PIPE 1013.600 1637.850 .807 1638.657 18.50 12.08 2.27 1640.92 .54 1.38 2.66 3.000 .000 .00 0 .0 4.034 .0651 .0291 .12 1.34 2.81 .67 .013 .00 .00 PIPE 1017.634 1638.113 .829 1638.942 18.50 11.61 2.09 1641.04 .50 1.38 2.68 3.000 .000 .00 0 .0 4.101 .0651 .0258 .11 1.33 2.66 .67 .013 .00 .00 PIPE 1021.734 1638.380 .858 1639.238 18.50 11.07 1.90 1641.14 .46 1.38 2.71 3.000 .000 .00 0 .0 3.361 .0651 .0226 .08 1.32 2.49 .67 .013 .00 .00 PIPE 1025.096 1638.599 .888 1639.487 18.50 10.56 1.73 1641.22 .42 1.38 2.74 3.000 .000 .00 0 .0 2.784 .0651 .0197 .05 1.31 2.33 .67 .013 .00 .00 PIPE 1027.880 1638.780 .919 1639.699 18.50 10.07 1.57 1641.27 .39 1.38 2.77 3.000 .000 .00 0 .0 2.301 .0651 .0173 .04 1.31 2.18 .67 .013 .00 .00 PIPE 1030.180 1638.930 .952 1639.882 18.50 9.60 1.43 1641.31 .36 1.38 2.79 3.000 .000 .00 0 .0 1.942 .0651 .0151 .03 1.31 2.04 .67 .013 .00 .00 PIPE 1032.122 1639.056 .985 1640.041 18.50 9.15 1.30 1641.34 .33 1.38 2.82 3.000 .000 .00 0 .0 1.598 .0651 .0133 .02 1.31 1.90 .67 .013 .00 .00 PIPE 1033.720 1639.160 1.020 1640.181 18.50 8.72 1.18 1641.36 .00 1.38 2.84 3.000 .000 .00 0 .0 .538 .0663 .0121 .01 1.02 1.78 .66 .013 .00 .00 PIPE a I a I a I a I a i I I I I I I I I t i t I I I a I a I a I If I FILE: el2.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4: 1:43 KNOX AVE SD -LINE E & K Q100--LAT-E12 JN 126-2012 wli E12.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev I (CFS) I (FPS) Head I 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 DpthIFroude NINorm Dp I "N" I X -Fall] ZR IType Ch 1034.258 1639.196 1.034 1640.230 18.50 8.56 1.14 1641.37 .00 1.38 2.85 3.000 .000 .00 0 .0 1.202 .0663 .0110 .01 1.03 1.73 .66 .013 .00 .00 PIPE 1035.460 1639.276 1.071 1640.347 18.50 8.16 1.03 1641.38 .00 1.38 2.87 3.000 .000 .00 0 .0 .990 .0663 .0097 .01 1.07 1.62 .66 .013 .00 .00 PIPE 1036.450 1639.341 1.109 1640.450 18.50 7.78 .94 1641.39 .00 1.38 2.90 3.000 .000 .00 0 .0 .787 .0663 .0085 .01 1.11 1.51 .66 .013 .00 .00 PIPE 1037.236 1639.393 1.149 1640.542 18.50 7.42 .85 1641.40 .00 1.38 2.92 3.000 .000 .00 0 .0 .607 .0663 .0074 .00 1.15 1.41 .66 .013 .00 .00 PIPE 1037.843 1639.433 1.191 1640.624 18.50 7.07 .78 1641.40 .00 1.38 2.94 3.000 .000 .00 0 .0 .463 .0663 .0065 .00 1.19 1.32 .66 .013 .00 .00 PIPE 1038.306 1639.464 1.234 1640.698 18.50 6.74 .71 1641.40 .00 1.38 2.95 3.000 .000 .00 0 .0 .301 .0663 .0057 .00 1.23 1.23 .66 .013 .00 .00 PIPE 1038.607 1639.484 1.280 1640.764 18.50 6.43 .64 1641.41 .00 1.38 2.97 3.000 .000 .00 0 .0 .186 .0663 .0050 .00 1.28 1.15 .66 .013 .00 .00 PIPE 1038.792 1639.496 1.327 1640.823 18.50 6.13 .58 1641.41 .00 1.38 2.98 3.000 .000 .00 0 .0 .057 .0663 .0044 .00 1.33 1.07 .66 .013 .00 .00 PIPE 1038.850 1639.500 1.378 1640.878 18.50 5.84 .53 1641.41 .00 1.38 2.99 3.000 .000 .00 0 .0 WALL ENTRANCE I I a I a 11 a I a I a I I I I I I I I I I I a I I I I I I I I I I I a I a I FILE: el2.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 4: 1:43 KNOX AVE SD -LINE E & K Q100--LAT-E12 JN 126-2012 wli E12.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1038.850 1639.500 2.144 1641.644 18.50 .62 .01 1641.65 .00 .38 14.00 5.530 14.000 .00 0 .0 a a a S a A a j a I a I I I t I t I I I t I I I a I ff I ff 1 9 1 FILE: el2.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 4: 1:35 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 5.530 14.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-E12 HEADING LINE NO 3 IS - JN 126-2012 wli E12.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 1010.600 1637.650 4 1638.600 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1013.600 1637.850 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 1033.720 1639.160 4 .013 22.500 51.235 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1038.850 1639.500 4 .013 .000 .000 .000 0 ELEMENT NO 5 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1038.850 1639.500 8 .500 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1038.850 1639.500 8 1647.900 I I a I a I a I a I a I I I I I t I I I I I a I a I r I I I a i a I a I a I Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-E12 T3 JN 126-2012 wli so 1010.6001637.650 4 R 1013.6001637.850 4 R 1033.7201639.160 4 R 1038.8501639.500 4 WE 1038.8501639.500 8 SH 1038.8501639.500 8 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 2 0 .000 7.470 CD 8 3 0 .000 5.530 Q 18.500 .0 E12. wsw 1638.600 .013 .000 .000 0 .013 51.235 .000 0 .013 .000 .000 0 .500 1647.900 .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 a I a I a I a I a I I I I I t I I I I I I I I I I I I I I I I I FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:33: 7 KNOX AVE SD -LINE E & K Q100-:k8T-Kl JN 126-2012 wli Kl.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase 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.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1003.000 1649.560 .206 1649.766 1.70 9.99 1.55 1651.32 .00 .45 1.21 2.000 .000 .00 0 .0 6.410 .1154 .1149 .74 .21 4.70 .21 .013 .00 .00 PIPE 1009.410 1650.300 .206 1650.506 1.70 9.95 1.54 1652.04 .00 .45 1.22 2.000 .000 .00 0 .0 5.267 .1142 .1144 .60 .21 4.68 .21 .013 .00 .00 PIPE 1014.676 1650.901 .206 1651.108 1.70 9.95 1.54 1652.65 .00 .45 1.22 2.000 .000 .00 0 .0 18.712 .1142 .1087 2.03 .21 4.68 .21 .013 .00 .00 PIPE 1033.389 1653.038 .211 1653.249 1.70 9.60 1.43 1654.68 .00 .45 1.23 2.000 .000 .00 0 .0 6.943 .1142 .0965 .67 .21 4.46 .21 .013 .00 .00 PIPE 1040.332 1653.831 .218 1654.049 1.70 9.15 1.30 1655.35 .00 .45 1.25 2.000 .000 .00 0 .0 3.703 .1142 .0841 .31 .22 4.18 .21 .013 .00 .00 PIPE 1044.035 1654.254 .225 1654.479 1.70 8.73 1.18 1655.66 .00 .45 1.26 2.000 .000 .00 0 .0 2.461 .1142 .0734 .18 .23 3.92 .21 .013 .00 .00 PIPE 1046.496 1654.535 .232 1654.767 1.70 8.32 1.07 1655.84 .00 .45 1.28 2.000 .000 .00 0 .0 1.787 .1142 .0640 .11 .23 3.67 .21 .013 .00 .00 PIPE 1048.283 1654.739 .240 1654.979 1.70 7.93 .98 1655.96 .00 .45 1.30 2.000 .000 .00 0 .0 1.386 .1142 .0559 .08 .24 3.44 .21 .013 .00 .00 PIPE 1049.670 1654.897 .248 1655.145 1.70 7.56 .89 1656.03 .00 .45 1.32 2.000 .000 .00 0 .0 1.112 .1142 .0488 .05 .25 3.23 .21 .013 .00 .00 PIPE FILE: KI.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:33: 7 KNOX AVE SD -LINE E & K Q100--LAT-Kl JN 126-2012 wli Kl.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase 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.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE Dpth[Froude NINorm Dp I "N" I X-Fallj ZR IType Ch 1050.781 1655.024 .256 1655.280 1.70 7.21 .81 1656.09 .00 .45 1.34 2.000 .000 .00 0 .0 .899 .1142 .0426 .04 .26 3.03 .21 .013 .00 .00 PIPE 1051.681 1655.127 .265 1655.392 1.70 6.88 .73 1656.13 .00 .45 1.36 2.000 .000 .00 0 .0 .750 .1142 .0372 .03 .27 2.84 .21 .013 .00 .00 PIPE 1052.431 1655.212 .274 1655.486 1.70 6.56 .67 1656.15 .00 .45 1.38 2.000 .000 .00 0 .0 .632 .1142 .0325 .02 .27 2.66 .21 .013 .00 .00 PIPE 1053.063 1655.285 .283 1655.568 1.70 6.25 .61 1656.17 .00 .45 1.39 2.000 .000 .00 0 .0 .538 .1142 .0283 .02 .28 2.49 .21 .013 .00 .00 PIPE 1053.601 1655.346 .292 1655.638 1.70 5.96 .55 1656.19 .00 .45 1.41 2.000 .000 .00 0 .0 .449 .1142 .0247 .01 .29 2.34 .21 .013 .00 .00 PIPE 1054.049 1655.397 .302 1655.699 1.70 5.68 .50 1656.20 .00 .45 1.43 2.000 .000 .00 0 .0 .384 .1142 .0216 .01 .30 2.19 .21 .013 .00 .00 PIPE 1054.434 1655.441 .312 1655.753 1.70 5.42 .46 1656.21 .00 .45 1.45 2.000 .000 .00 0 .0 .319 .1142 .0189 .01 .31 2.05 .21 .013 .00 .00 PIPE 1054.753 1655.478 .323 1655.801 1.70 5.17 .41 1656.22 .00 .45 1.47 2.000 .000 .00 0 .0 .283 .1142 .0165 .00 .32 1.93 .21 .013 .00 .00 PIPE 1055.036 1655.510 .333 1655.843 1.70 4.93 .38 1656.22 .00 .45 1.49 2.000 .000 .00 0 .0 .223 .1142 .0144 .00 .33 1.80 .21 .013 .00 .00 PIPE a i a I a I a j a I I I t I I I I I I I I I I I f I a I a i I I I I I I FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:33: 7 KNOX AVE SD -LINE E & K Q100--LAT-Kl JN 126-2012 wli KI.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 [Prs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE Dpth[Froude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1055.259 1655.535 .345 1655.880 1.70 4.70 .34 1656.22 .00 .45 1.51 2.000 .000 .00 0 .0 .198 .1142 .0126 .00 .35 1.69 .21 .013 .00 .00 PIPE 1055.457 1655.558 .356 1655.914 1.70 4.48 .31 1656.23 .00 .45 1.53 2.000 .000 .00 0 .0 .158 .1142 .0110 .00 .36 1.58 .21 .013 .00 .00 PIPE 1055.615 1655.576 .368 1655.944 1.70 4.27 .28 1656.23 .00 .45 1.55 2.000 .000 .00 0 .0 .122 .1142 .0096 .00 .37 1.48 .21 .013 .00 .00 PIPE 1055.737 1655.590 .381 1655.971 1.70 4.07 .26 1656.23 .00 .45 1.57 2.000 .000 .00 0 .0 .098 .1142 .0084 .00 .38 1.39 .21 .013 .00 .00 PIPE 1055.835 1655.601 .394 1655.995 1.70 3.88 .23 1656.23 .00 .45 1.59 2.000 .000 .00 0 .0 .077 .1142 .0073 .00 .39 1.30 .21 .013 .00 .00 PIPE 1055.913 1655.610 .407 1656.017 1.70 3.70 .21 1656.23 .00 .45 1.61 2.000 .000 .00 0 .0 .049 .1142 .0064 .00 .41 1.22 .21 .013 .00 .00 PIPE 1055.962 1655.616 .421 1656.037 1.70 3.53 .19 1656.23 .00 .45 1.63 2.000 .000 .00 0 .0 .033 .1142 .0056 .00 .42 1.14 .21 .013 .00 .00 PIPE 1055.995 1655.619 .435 1656.054 1.70 3.36 .18 1656.23 .00 .45 1.65 2.000 .000 .00 0 .0 .005 .1142 .0049 .00 .44 1.07 .21 .013 .00 .00 PIPE 1056.000 1655.620 .452 1656.072 1.70 3.20 .16 1656.23 .00 .45 1.67 2.000 .000 .00 0 .0 WALL ENTRANCE I I a I a A t A a A a I a I t I I I I I I I a I I 1 9 1 a I K A a I a a a I FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:33: 7 KNOX AVE SD -LINE E & K Q100--LAT-Kl JN 126-2012 wli Kl.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1056.000 1655.620 .682 1656.302 1.70 .18 .00 1656.30 .00 .08 14.00 5.500 14.000 .00 0 .0 1 9- 1 a. A a I I I t I t FILE: Kl.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 8:32:59 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(l) 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 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 5.500 14.000 .000 .000 .00 W S P G W PAGE NO I WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE NO 2 IS - Ql00--LAT-Kl HEADING LINE No 3 IS - JN 126-2012 wli Kl.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 1003.000 1649.560 6 1649.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1009.410 1650.300 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1056.000 1655.620 6 .013 .000 .000 .000 0 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1056.000 1655.620 8 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1056.000 1655.620 8 1661.120 I I a I a I t I a I a I I I I I t I I I a I a I a I a a a I a I a I a I a i TI KNOX AVE SD -LINE E & K T2 QIOO--LAT-Kl T3 JN 1�6-2012 wli so 1003.0001649.560 6 R 1009.4101650.300 6 R 1056.0001655.620 6 WE 1056.0001655.620 8 SH 1056.0001655.620 8 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 2 0 .000 7.470 CD 8 3 0 .000 5.500 Q 1.700 .0 Kl. wsw .013 .013 .500 1649.500 .000 .000 0 .000 .000 0 1661.120 .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 .000 .000 0 FILE: latK2.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:21:51 KNOX AVE SD -LINE E & K Q100-LaL-;� JN f-2-6-2012 wli latK2.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I I SF Ave[ HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR [Type Ch 1006.460 1649.990 .220 1650.210 1.10 5.85 .53 1650.74 .00 .36 1.25 2.000 .000 .00 0 .0 .694 .0425 .0362 .03 .22 2.66 .21 .013 .00 .00 PIPE 1007.154 1650.019 .220 1650.240 1.10 5.84 .53 1650.77 .00 .36 1.25 2.000 .000 .00 0 .0 4.740 .0425 .0338 .16 .22 2.65 .21 .013 .00 .00 PIPE 1011.894 1650.221 .227 1650.448 1.10 5.57 .48 1650.93 .00 .36 1.27 2.000 .000 .00 0 .0 2.755 .0425 .0295 .08 .23 2.49 .21 .013 .00 .00 PIPE 1014.649 1650.338 .235 1650.573 1.10 5.31 .44 1651.01 .00 .36 1.29 2.000 .000 .00 0 .0 1.957 .0425 .0258 .05 .24 2.33 .21 .013 .00 .00 PIPE 1016.606 1650.421 .242 1650.663 1.10 5.06 .40 1651.06 .00 .36 1.30 2.000 .000 .00 0 .0 1.404 .0425 .0225 .03 .24 2.19 .21 .013 .00 .00 PIPE 1018.011 1650.481 .250 1650.731 1.10 4.83 .36 1651.09 .00 .36 1.32 2.000 .000 .00 0 .0 1.043 .0425 .0196 .02 .25 2.05 .21 .013 .00 .00 PIPE 1019.053 1650.525 .259 1650.784 1.10 4.60 .33 1651.11 .00 .36 1.34 2.000 .000 .00 0 .0 .862 .0425 .0171 .01 .26 1.92 .21 .013 .00 .00 PIPE 1019.916 1650.562 .267 1650.829 1.10 4.39 .30 1651.13 .00 .36 1.36 2.000 .000 .00 0 .0 .659 .0425 .0149 .01 .27 1.80 .21 .013 .00 .00 PIPE 1020.575 1650.590 .276 1650.866 1.10 4.18 .27 1651.14 .00 .36 1.38 2.000 .000 .00 0 .0 .499 .0425 .0131 .01 .28 1.69 .21 .013 .00 .00 PIPE a I w: I a i a i It I a I f I I I I I I I I I a I f I a I I I I I I I FILE: latK2.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:21:51 KNOX AVE SD -LINE E & K Q100--LAT-K2 JN 126-2012 wli latK2.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1021.074 1650.611 .286 1650.897 1.10 3.99 .25 1651.14 .00 .36 1.40 2.000 .000 .00 0 .0 .432 .0425 .0114 .00 .29 1.58 .21 .013 .00 .00 PIPE 1021.506 1650.630 .295 1650.925 1.10 3.80 .22 1651.15 .00 .36 1.42 2.000 .000 .00 0 .0 .320 .0425 .0099 .00 .30 1.48 .21 .013 .00 .00 PIPE 1021.826 1650.643 .305 1650.948 1.10 3.63 .20 1651.15 .00 .36 1.44 2.000 .000 .00 0 .0 .253 .0425 .0087 .00 .31 1.39 .21 .013 .00 .00 PIPE 1022.079 1650.654 .315 1650.969 1.10 3.46 .19 1651.15 .00 .36 1.46 2.000 .000 .00 0 .0 .168 .0425 .0076 .00 .32 1.30 .21 .013 .00 .00 PIPE 1022.247 1650.661 .326 1650.987 1.10 3.30 .17 1651.16 .00 .36 1.48 2.000 .000 .00 0 .0 .121 .0425 .0066 .00 .33 1.22 .21 .013 .00 .00 PIPE 1022.368 1650.666 .337 1651.003 1.10 3.14 .15 1651.16 .00 .36 1.50 2.000 .000 .00 0 .0 .080 .0425 .0058 .00 .34 1.15 .21 .013 .00 .00 PIPE 1022.448 1650.670 .348 1651.018 1.10 3.00 .14 1651.16 .00 .36 1.52 2.000 .000 .00 0 .0 .012 .0425 .0050 .00 .35 1.07 .21 .013 .00 .00 PIPE 1022.460 1650.670 .361 1651.031 1.10 2.85 .13 1651.16 .00 .36 1.54 2.000 .000 .00 0 .0 WALL ENTRANCE 1022.460 -I- 1650.670 -I- .543 -I- 1651.213 -I- 1.10 -I- .14 -I- .00 -I- 1651.21 -I- .00 -I- .06 14.00 -I- -I- 8.380 -I- 14.000 -I- .00 0 .0 I- FILE: latK2.WSW W S P G W EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 8:21:43 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 8.380 14.000 .000 .000 .00 W S P G W PAGE NO I WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-K2 HEADING LINE No 3 IS - JN 126-2012 wli latK2.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 1006.460 1649.990 6 1650.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1022.460 1650.670 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1022.460 1650.670 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1022.460 1650.670 8 1660.620 I I a I a A a i & i a i I I t I I I I I I I I I t I I I I I t I I I I I a I Tl KNOX AVE SD -LINE E & K T2 Q100-- ��K�2 T3 JN 126-2012 wli so 1006.4601649.990 6 R 1022.4601650.670 6 WE 1022.4601650.670 8 SH 1022.4601650.670 8 CD 1 4 0 .000 5.500 CD 2 4 0 .000 5.500 CD 3 4 0 .000 3.500 CD 4 4 0 .000 3.000 CD 5 4 0 .000 2.500 CD 6 4 0 .000 2.000 CD 7 2 0 .000 7.470 CD 8 3 0 .000 8.380 Q 1.100 .0 latK2.wsw .013 .500 1650.000 .000 .000 0 1660.620 .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 & 1 9 1 & I ff I t I t 1 9 1 F I I 1 9 1 1 1 F I ff I It, J 9- 1 FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:21: 5 KNOX AVE SD -LINE E & K Q100--LAT-Kl JN 126-2012 wli Kl.wsw Invert Depth I Water I Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj INo Wth Station I Elev (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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1003.000 1649.560 .161 1649.722 1.70 14.25 3.15 1652.87 .00 .45 1.09 2.000 .000 .00 0 .0 1.068 .1154 .3375 .36 .16 7.59 .21 .013 .00 .00 PIPE 1004.068 1649.683 .157 1649.840 1.70 14.79 3.40 1653.24 .00 .45 1.08 2.000 .000 .00 0 .0 1.259 .1154 .3815 .48 .16 7.98 .21 .013 .00 .00 PIPE 1005.326 1649.829 .152 1649.981 1.70 15.52 3.74 1653.72 .00 .45 1.06 2.000 .000 .00 0 .0 1.146 .1154 .4372 .50 .15 8.51 .21 .013 .00 .00 PIPE 1006.473 1649.961 .147 1650.108 1.70 16.27 4.11 1654.22 .00 .45 1.04 2.000 .000 .00 0 .0 1.054 .1154 .5007 .53 .15 9.07 .21 .013 .00 .00 PIPE 1007.527 1650.083 .142 1650.225 1.70 17.07 4.52 1654.75 .00 .45 1.03 2.000 .000 .00 0 .0 .977 .1154 .5744 .56 .14 9.66 .21 .013 .00 .00 PIPE 1008.504 1650.195 .138 1650.333 1.70 17.90 4.98 1655.31 .00 .45 1.01 2.000 .000 .00 0 .0 .906 .1154 .6598 .60 .14 10.31 .21 .013 .00 .00 PIPE 1009.410 1650.300 .134 1650.434 1.70 18.77 5.47 1655.91 .00 .45 1.00 2.000 .000 .00 0 .0 .123 4.6259 .6561 .08 .13 10.99 .09 .013 .00 .00 PIPE 1009.533 1650.869 .138 1651.007 1.70 17.83 4.94 1655.95 .00 .45 1.01 2.000 .000 .00 0 .0 .109 4.6259 .5687 .06 .14 10.25 .09 .013 .00 .00 PIPE 1009.642 1651.375 .143 1651.518 1.70 17.00 4.49 1656.01 .00 .45 1.03 2.000 .000 .00 0 .0 .098 4.6259 .4959 .05 .14 9.62 .09 .013 .00 .00 PIPE A to &I a I a I IF I I I t I F I I I I I t I t I t I t I FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:21: 5 KNOX AVE SD -LINE E & K Q100--LAT-Kl JN 126-2012 wli Kl.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase wtj INo Wth Station I Elev (FT) Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1009.740 1651.828 .147 1651.975 1.70 16.21 4.08 1656.06 .00 .45 1.04 2.000 .000 .00 0 .0 .087 4.6259 .4319 .04 .15 9.02 .09 .013 .00 .00 PIPE 1009.827 1652.231 .152 1652.384 1.70 15.46 3.71 1656.09 .00 .45 1.06 2.000 .000 .00 0 .0 .078 4.6259 .3',69 .03 .15 8.46 .09 .013 .00 .00 PIPE 1009.906 1652.593 .157 1652.750 1.70 14.74 3.37 1656.12 .00 .45 1.08 2.000 .000 .00 0 .0 .070 4.6259 .3286 .02 .16 7.93 .09 .013 .00 .00 PIPE 1009.976 1652.918 .162 1653.080 1.70 14.05 3.07 1656.15 .00 .45 1.09 2.000 .000 .00 0 .0 .063 4.6259 .2869 .02 .16 7.44 .09 .013 .00 .00 PIPE 1010.039 1653.209 .168 1653.377 1.70 13.40 2.79 1656.16 .00 .45 1.11 2.000 .000 .00 0 .0 .057 4.6259 .2504 .01 .17 6.98 .09 .013 .00 .00 PIPE 1010.095 1653.471 .173 1653.645 1.70 12.78 2.53 1656.18 .00 .45 1.12 2.000 .000 .00 0 .0 .051 4.6259 .2183 .01 .17 6.55 .09 .013 .00 .00 PIPE 1010.146 1653.707 .179 1653.886 1.70 12.18 2.30 1656.19 .00 .45 1.14 2.000 .000 .00 0 .0 .046 4.6259 .1906 .01 .18 6.14 .09 .013 .00 .00 PIPE 1010.192 1653.919 .185 1654.104 1.70 11.61 2.09 1656.20 .00 .45 1.16 2.000 .000 .00 0 .0 .041 4.6259 .1663 .01 .19 5.76 .09 .013 .00 .00 PIPE 1010.234 1654.110 .191 1654.301 1.70 11.07 1.90 1656.21 .00 .45 1.18 2.000 .000 .00 0 .0 .037 4.6259 .1449 .01 .19 5.40 .09 .013 .00 .00 PIPE FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:21: 5 KNOX AVE SD -LINE E & K Q100--LAT-Kl JN 126-2012 wli Kl.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Falli ZR IType Ch 1010.271 1654.283 .197 1654.480 1.70 10.56 1.73 1656.21 .00 .45 1.19 2.000 .000 .00 0 .0 .033 4.6259 .1265 .00 .20 5.06 .09 .013 .00 .00 PIPE 1010.304 1654.437 .204 1654.641 1.70 10.07 1.57 1656.22 .00 .45 1.21 2.000 .000 .00 0 .0 .030 4.6259 .1105 .00 .20 4.75 .09 .013 .00 .00 PIPE 1010.335 1654.577 .211 1654.788 1.70 9.60 1.43 1656.22 .00 .45 1.23 2.000 .000 .00 0 .0 .027 4.6259 .0965 .00 .21 4.46 .09 .013 .00 .00 PIPE 1010.362 1654.703 .218 1654.921 1.70 9.15 1.30 1656.22 .00 .45 1.25 2.000 .000 .00 0 .0 .024 4.6259 .0841 .00 .22 4.18 .09 .013 .00 .00 PIPE 1010.386 1654.816 .225 1655.041 1.70 8.73 1.18 1656.22 .00 .45 1.26 2.000 .000 .00 0 .0 .022 4.6259 .0734 .00 .23 3.92 .09 .013 .00 .00 PIPE 1010.408 1654.918 .232 1655.150 1.70 8.32 1.07 1656.22 .00 .45 -1- 1.28 -1- 2.000 -1- .000 -1- .00 0 .0 -1- .020 -17 4.6259 -1- -1- -1- -1- -1- .0640 -1- .00 -1- .23 3.67 .09 .013 .00 .00 1- PIPE 1010.428 1655.009 .240 1655.249 1.70 7.93 .98 1656.23 .00 .45 1.30 2.000 .000 .00 0 .0 .018 4.6259 .0559 .00 .24 3.44 .09 .013 .00 .00 PIPE 1010.446 1655.091 .248 1655.339 1.70 7.56 .89 1656.23 .00 .45 1.32 2.000 .000 .00 0 .0 .016 4.6259 .0488 .00 .25 3.23 .09 .013 .00 .00 PIPE 1010.461 1655.164 .256 1655.420 1.70 7.21 .81 1656.23 .00 .45 1.34 2.000 .000 .00 0 .0 .014 4.6259 .0426 .00 .26 3.03 .09 .013 .00 .00 PIPE a 1 9 1 a i a I a 1 9 1 t 1 9 1 a I I I I I I I I I I I f I I I I 1 9 1 FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:21: 5 KNOX AVE SD -LINE E & K Q100--LAT-Kl JN 126-2012 wli Kl.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1010.476 1655.229 .265 1655.494 1.70 6.88 .73 1656.23 .00 .45 1.36 2.000 .000 .00 0 .0 .013 4.6259 .0372 .00 .27 2.84 .09 .013 .00 .00 PIPE 1010.488 1655.287 .274 1655.561 1.70 6.56 .67 1656.23 .00 .45 1.38 2.000 .000 .00 0 .0 .011 4.6259 .0325 .00 .27 2.66 .09 .013 .00 .00 PIPE 1010.499 1655.339 .283 1655.622 1.70 6.25 .61 1656.23 .00 .45 1.39 2.000 .000 .00 0 .0 .010 4.6259 .0283 .00 .28 2.49 .09 .013 .00 .00 PIPE 1010.509 1655.386 .292 1655.678 1.70 5.96 .55 1656.23 .00 .45 1.41 2.000 .000 .00 0 .0 .009 4.6259 .0247 .00 .29 2.34 .09 .013 .00 .00 PIPE 1010.518 1655.426 .302 1655.728 1.70 5.68 .50 1656.23 .00 .45 1.43 2.000 .000 .00 0 .0 .008 4.6259 .0216 .00 .30 2.19 .09 .013 .00 .00 PIPE 1010.526 1655.462 .312 1655.774 1.70 5.42 .46 1656.23 .00 .45 1.45 2.000 .000 .00 0 .0 .007 4.6259 .0189 .00 .31 2.05 .09 .013 .00 .00 PIPE 1010.532 1655.492 .323 1655.816 1.70 5.17 .41 1656.23 .00 .45 1.47 2.000 .000 .00 0 .0 .006 4.6259 .0165 .00 .32 1.93 .09 .013 .00 .00 PIPE 1010.538 1655.520 .333 1655.853 1.70 4.93 .38 1656.23 .00 .45 1.49 2.000 .000 .00 0 .0 .005 4.6259 .0144 .00 .33 1.80 .09 .013 .00 .00 PIPE 1010.543 1655.543 .345 1655.888 1.70 4.70 .34 1656.23 .00 .45 1.51 2.000 .000 .00 0 .0 .004 4.6259 .0126 .00 .35 1.69 .09 .013 .00 .00 PIPE I A a A wl I It I a a It I t I I I I I I I I I I I t I FILE: Kl.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 5 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 5-2005 Time: 8:21: 5 KNOX AVE SD -LINE E & K Q100--LAT-KI JN 126-2012 wli Kl.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow TopINeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1010.548 1655.563 .356 1655.919 1.70 4.48 .31 1656.23 .00 .45 1.53 2.000 .000 .00 0 .0 .004 4.6259 .0110 .00 .36 1.58 .09 .013 .00 .00 PIPE 1010.551 1655.579 .368 1655.947 1.70 4.27 .28 1656.23 .00 .45 1.55 2.000 .000 .00 0 .0 .003 4.6259 .0096 .00 .37 1.48 .09 .013 .00 .00 PIPE 1010.554 1655.592 .381 1655.973 1.70 4.07 .26 1656.23 .00 .45 1.57 2.000 .000 .00 0 .0 .002 4.6259 .0084 .00 .38 1.39 .09 .013 .00 .00 PIPE 1010.556 1655.602 .394 1655.996 1.70 3.88 .23 1656.23 .00 .45 1.59 2.000 .000 .00 0 .0 .002 4.6259 .0073 .00 .39 1.30 .09 .013 .00 .00 PIPE 1010.558 1655.611 .407 1656.018 1.70 3.70 .21 1656.23 .00 .45 1.61 2.000 .000 .00 0 .0 .001 4.6259 .0064 .00 .41 1.22 .09 .013 .00 .00 PIPE 1010.559 1655.616 .421 1656.037 1.70 3.53 .19 1656.23 .00 .45 1.63 2.000 .000 .00 0 .0 .001 4.6259 .0056 .00 .42 1.14 .09 .013 .00 .00 PIPE 1010.560 1655.620 .435 1656.055 1.70 3.36 .18 1656.23 .00 .45 1.65 2.000 .000 .00 0 .0 .000 4.6259 .0049 .00 .44 1.07 .09 .013 .00 .00 PIPE 1010.560 1655.620 .452 1656.072 1.70 3.20 .16 1656.23 .00 .45 1.67 2.000 .000 .00 0 .0 WALL ENTRANCE 1010.560 -I- 1655.620 -I- .682 -I- 1656.302 -I- 1.70 -I- .18 -I- .00 -I- 1656.30 -I- .00 -I- .08 -I- 14.00 -I- 5.500 -I- 14.000 -I- .00 0 I- .0 FILE: Kl.WSW W S P G W EDIT LISTING - Version 14.01 Date: 5- 5-2005 Time: 8:20:57 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 2 0 .000 7.470 2.000 .00 CD 8 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 - KNOX AVE SD -LINE E & K HEADING LINE NO 2 IS - Q100--LAT-Kl HEADING LINE NO 3 IS - JN 126-2012 wli Kl.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 1003.000 1649.560 6 1649.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1009.410 1650.300 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1010.560 1655.620 6 .013 .000 .000 .000 0 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1010.560 1655.620 8 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1010.560 1655.620 8 1661.120 I I I I & I a I a I a I I I I I a I I I I I I I I I I I I I I I I I I I a I Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-Kl T3 JN 12�--2012 wli so 1003.0001649.560 6 R 1009.4101650.300 6 R 1010.5601655.620 6 WE 1010.5601655.620 8 SH 1010.5601655.620 8 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 2 0 .000 7.470 CD 8 3 0 .000 5.500 Q 1.700 .0 Kl. wsw .013 .013 .500 1649.500 1661.120 .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 .000 .000 0 FILE: P:\126-2012\Drainage\latK3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time:11:37:48 KNOX AVE SD -LINE E & K Q100--LAT-K3 JN 126-2012 wli latK3.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1006.510 1658.990 .698 1659.688 5.40 5.53 .47 1660.16 .00 .82 1.91 2.000 .000 .00 0 .0 5.127 .0099 .0081 .04 .70 1.36 .67 .013 .00 .00 PIPE 1011.637 1659.041 .710 1659.751 5.40 5.40 .45 1660.20 .00 .82 1.91 2.000 .000 .00 0 .0 6.152 .0099 .0('73 .04 .71 1.32 .67 .013 .00 .00 PIPE 1017.789 1659.102 .735 1659.837 5.40 5.15 .41 1660.25 .00 .82 1.93 2.000 .000 .00 0 .0 2.954 .0099 .0064 .02 .74 1.23 .67 .013 .00 .00 PIPE 1020.743 1659.131 .762 1659.893 5.40 4.91 .37 1660.27 .00 .82 1.94 2.000 .000 .00 0 .0 1.626 .0099 .0056 .01 .76 1.15 .67 .013 .00 .00 PIPE 1022.369 1659.147 .789 1659.937 5.40 4.68 .34 1660.28 .00 .82 1.96 2.000 .000 .00 0 .0 .261 .0099 .0049 .00 .79 1.07 .67 .013 .00 .00 PIPE 1022.630 1659.150 .820 1659.970 5.40 4.45 .31 1660.28 .00 .82 1.97 2.000 .000 .00 0 .0 WALL ENTRANCE 1022.630 1659.150 1.270 1660.420 5.40 .15 .00 1660.42 .00 .10 28.00 9.410 28.000 .00 0 .0 FILE: P:\126-2012\Drainage\latK3.WSW W S P G W EDIT LISTING - Version 14.01 Date: 2-28-2005 Time:11:37:43 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 9.410 28.000 .000 .000 .00 W S P G W PAGE NO I WATER SURFACE PROFILE TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE NO 2 IS - Q100--LAT-K3 HEADING LINE NO 3 IS - JN 126-2012 wli latK3.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 1006.510 1658.990 6 1659.400 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1022.630 1659.150 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1022.630 1659.150 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1022.630 1659.150 8 1668.560 I i a A a I & A a i a a I I t I I I I i I I I I I I I I a I a i a A a i a I Tl KNOX AVE SD -LINE E & K T2 Q100--LAT-K3 T3 JN 126-2012 wli latK3.wsw so 1006.5101658.990 6 1659.400 R 1022.6301659.150 6 .013 .000 .000 0 WE 1022.6301659.150 8 .500 SH 1022.6301659.150 8 1668.560 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 3.500 .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 2 0 .000 7.470 2.000 .000 .000 .00 CD 8 3 0 .000 9.410 28.000 .000 .000 .00 Q 5.400 .0 a I a A a A a A a I I I I I I I a I t i I I I I I I I I I I I I FILE: P:\126-2012\Drainage\latK4.wsw W S P G W - CIVILDESIGN Version 14.01 PAGE I Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time:11:39:48 KNOX AVE SD -LINE E & K .Ql00--LAT-K1 JN 126-2012 wli latK4.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 JPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1005.730 1659.820 .440 1660.260 7.00 13.65 2.90 1663.16 .00 .94 1.66 2.000 .000 .00 0 .0 - 5.948 .1125 .0808 .48 .44 4.33 .41 .013 .00 .00 PIPE 1011.678 1660.489 .451 1660.940 7.00 13.17 2.69 1663.63 .00 .94 1.67 2.000 .000 .00 0 .0 5.641 .1125 .0718 .40 .45 4.12 .41 .013 .00 .00 PIPE 1017.319 1661.124 .466 1661.590 7.00 12.56 2.45 1664.04 .00 .94 1.69 2.000 .000 .00 0 .0 4.149 .1125 .0627 .26 .47 3.85 .41 .013 .00 .00 PIPE 1021.468 1661.590 .482 1662.073 7.00 11.97 2.23 1664.30 .00 .94 1.71 2.000 .000 .00 0 .0 3.215 .1125 .0549 .18 .48 3.61 .41 .013 .00 .00 PIPE 1024.684 1661.952 .499 1662.451 7.00 11.41 2.02 1664.47 .00 .94 1.73 2.000 .000 .00 0 .0 2.588 .1125 .0480 .12 .50 3.38 .41 .013 .00 .00 PIPE 1027.271 1662.243 .516 1662.759 7.00 10.88 1.84 1664.60 .00 .94 1.75 2.000 .000 .00 0 .0 -1- 2.116 -17 .1125 -1- -1- -1- -1- -1- .0420 -1- .09 -1- .52 -1- 3.16 -1- .41 -1- -.013 -1- .00 .00 1- PIPE 1029.387 1662.481 .534 1663.015 7.00 10.38 1.67 1664.69 .00 .94 1.77 2.000 .000 .00 0 .0 1.756 .1125 .0367 .06 .53 2.96 .41 .013 .00 .00 PIPE 1031.143 1662.679 .553 1663.232 7.00 9.89 1.52 1664.75 .00 .94 1.79 2.000 .000 .00 0 .0 1.484 .1125 .0322 .05 .55 2.77 .41 .013 .00 .00 PIPE 1032.626 1662.846 .572 1663.418 7.00 9.43 1.38 1664.80 .00 .94 1.81 2.000 .000 .00 0 .0 1.252 .1125 .0281 .04 .57 2.59 .41 .013 .00 .00 PIPE a I a a a I t I a I I J 9 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 FILE: P:\126-2012\Drainage\latK4.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:11:39:48 KNOX AVE SD -LINE E & K Q100--LAT-K4 JN 126-2012 wli latK4.wsw Invert Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow Top]Height/lBase Wtj INo Wth Station I Elev (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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I 'IN" I X-Fallj ZR IType Ch 1033.878 1662.987 .592 1663.579 7.00 8.99 1.26 1664.83 .00 .94 1.83 2.000 .000 .00 0 .0 1.072 .1125 .0246 .03 .59 2.43 .41 .013 .00 .00 PIPE 1034.950 1663.107 .612 1663.719 7.00 8.58 1.14 1664.86 .00 .94 1.84 2.000 .000 .00 0 .0 .900 .1125 .0216 .02 .61 2.27 .41 .013 .00 .00 PIPE 1035.850 1663.208 .634 1663.843 7.00 8.18 1.04 1664.88 .00 .94 1.86 2.000 .000 .00 0 .0 .773 .1125 .0189 .01 .63 2.12 .41 .013 .00 .00 PIPE 1036.623 1663.295 .656 1663.951 7.00 7.80 .94 1664.90 .00 .94 1.88 2.000 .000 .00 0 .0 .654 .1125 .0165 .01 .66 1.99 .41 .013 .00 .00 PIPE 1037.278 1663.369 .679 1664.048 7.00 7.43 .86 1664.91 .00 .94 1.89 2.000 .000 .00 0 .0 .541 .1125 .0145 .01 .68 1.86 .41 .013 .00 .00 PIPE 1037.818 1663.430 .704 1664.134 7.00 7.09 .78 1664.91 .00 .94 1.91 2.000 .000 .00 0 .0 .460 .1125 .0127 .01 .70 1.74 .41 .013 .00 .00 PIPE 1038.279 1663.481 .729 1664.211 7.00 6.76 .71 1664.92 .00 .94 1.93 2.000 .000 .00 0 .0 .380 .1125 .0111 .00 .73 1.62 .41 .013 .00 .00 PIPE 1038.658 1663.524 .755 1664.279 7.00 6.44 .64 1664.92 .00 .94 1.94 2.000 .000 .00 0 .0 .308 .1125 .0098 .00 .76 1.52 .41 .013 .00 .00 PIPE 1038.966 1663.559 .782 1664.341 7.00 6.14 .59 1664.93 .00 .94 1.95 2.000 .000 .00 0 .0 .234 .1125 .0086 .00 .78 1.42 .41 .013 .00 .00 PIPE &-A a A a a a I a A I I I 1 9- 1 9 1 1 1 1 1 t I I I I I I I I I I I I I FILE: P:\126-2012\Drainage\latK4.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time:11:39:48 KNOX AVE SD -LINE E & K Q100--LAT-K4 JN 126-2012 wli latK4.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow TopiHeight/lBase Wtj 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 L/Elem. ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1039.199 1663.585 .811 1664.396 7.00 5.86 .53 1664.93 .00 .94 1.96 2.000 .000 .00 0 .0 .185 .1125 .0075 .00 .81 1.32 .41 .013 .00 .00 PIPE 1039.384 1663.606 .840 1664.446 7.00 5.58 .48 1664.93 .00 .94 1.97 2.000 .000 .00 0 .0 .123 .1125 .0066 .00 .84 1.24 .41 .013 .00 .00 PIPE 1039.507 1663.620 .871 1664.491 7.00 5.32 .44 1664.93 .00 .94 1.98 2.000 .000 .00 0 .0 .075 .1125 .0058 .00 .87 1.15 .41 .013 .00 .00 PIPE 1039.583 1663.628 .903 1664.531 7.00 5.08 .40 1664.93 .00 .94 1.99 2.000 .000 .00 0 .0 .017 .1125 .0051 .00 .90 1.08 .41 .013 .00 .00 PIPE 1039.600 1663.630 .939 1664.569 7.00 4.83 .36 1664.93 .00 .94 2.00 2.000 .000 .00 0 .0 WALL ENTRANCE 1039.600 1663.630 1.471 1665.101 7.00 .17 .00 1665.10 .00 .12 28.00 5.500 28.000 .00 0 .0 -1- -17 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- 1- I t I I I I I I I I 1 9 1 1 1 1 1 1 1 FILE: P:\126-2012\Drainage\latK4.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 2-28-2005 Time:11:39:44 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 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 - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-K4 HEADING LINE No 3 IS - JN 126-2012 wli latK4.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 1005.730 1659.820 6 1659.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1039.600 1663.630 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1039.600 1663.630 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1039.600 1663.630 8 1669.130 I I a i a A a I a. I a I I I I I I I I I I i I I I I I I I i I I I I I I a i TI KNOX AVE SD -LINE E & K T2 Q100--LAT-K4 T3 JN 126-2612 wli latK4.wsw so 1005.7301659.820 6 1659.500 R 1039.6001663.630 6 .013 .000 .000 0 WE 1039.6001663.630 8 .500 SH 1039.6001663.630 8 1669.130 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 3.500 .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 2 0 .000 7.470 2.000 .000 .000 .00 CD 8 3 0 .000 5.500 28.000 .000 .000 .00 Q 7.000 .0 a I a 2 9, A a i a I I I I 1 9 1 1 1 t I t I I I t I I I I I I I FILE: P:\126-2012\Drainage\latK5.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time:11:40:14 KNOX AVE SD -LINE E & K Q100--LAT-K5 -�FN-1-26- 2 E-12 wli latK5.wsw Invert Depth I Water I Q Vel Vel I Energy I Super jCriticalIFlow TopiHeight/lBase Wtj jNo Wth Station I Elev (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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1007.310 1674.870 .362 16'75.232 6.00 15.47 3.72 1678.95 .00 .87 1.54 2.000 .000 .00 0 .0 3.467 .1756 .1338 .46 .36 5.43 .34 .013 .00 .00 PIPE 1010.777 1675.479 .367 1675.846 6.00 15.18 3.58 1679.42 .00 .87 1.55 2.000 .000 .00 0 .0 5.832 .1756 .1219 .71 .37 5.29 .34 .013 .00 .00 PIPE 1016.608 1676.502 .379 1676.881 6.00 14.47 3.25 1680.13 .00 .87 1.57 2.000 .000 .00 0 .0 4.088 .1756 .1064 .44 .38 4.96 .34 .013 .00 .00 PIPE 1020.696 1677.220 .392 1677.612 6.00 13.80 2.96 1680.57 .00 .87 1.59 2.000 .000 .00 0 .0 3.097 .1756 .0930 .29 .39 4.65 .34 .013 .00 .00 PIPE 1023.793 1677.764 .405 1678.169 6.00 13.15 2.69 1680.86 .00 .87 1.61 2.000 .000 .00 0 .0 2.442 .1756 .0813 .20 .41 4.35 .34 .013 .00 .00 PIPE 1026.235 1678.192 .419 1678.611 6.00 12.54 2.44 1681.05 .00 .87 1.63 2.000 .000 .00 0 .0 -1- 1.990 -17 .1756 -1- -1- -1- -1- -1- .0710 -1- .14 -1- .42 -1- 4.08 -1- .34 -1- .013 -1- .00 .00 1- PIPE 1028.225 1678.542 .433 1678.975 6.00 11.96 2.22 1681.20 .00 .87 1.65 2.000 .000 .00 0 .0 1.646 .1756 .0621 .10 .43 3.82 .34 .013 .00 .00 PIPE 1029.872 1678.831 .448 1679.279 6.00 11.40 2.02 1681.30 .00 .87 1.67 2.000 .000 .00 0 .0 1.389 .1756 .0543 .08 .45 3.58 .34 .013 .00 .00 PIPE 1031.261 1679.075 .463 1679.538 6.00 10.87 1.84 1681.37 .00 .87 1.69 2.000 .000 .00 0 .0 1.177 .1756 .0474 .06 .46 3.35 .34 .013 .00 .00 PIPE FILE: P:\126-2012\Drainage\latK5.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:11:40:14 KNOX AVE SD -LINE E & K Q100--LAT-K5 JN 126-2012 wli latK5.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super IcriticallFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorM Dp I 'IN" I X-Fallj ZR IType Ch 1032.438 1679.281 .479 1679.760 6.00 10.36 1.67 1681.43 .00 .87 1.71 2.000 .000 .00 0 .0 1.012 .1756 .0415 .04 .48 3.14 .34 .013 .00 .00 PIPE 1033.450 1679.459 .495 1679.954 6.00 9.88 1.52 1681.47 .00 .87 1.73 2.000 .000 .00 0 .0 .868 .1756 .0363 .03 .50 2.94 .34 .013 .00 .00 PIPE 1034.317 1679.611 .512 1680.123 6.00 9.42 1.38 1681.50 .00 .87 1.75 2.000 .000 .00 0 .0 .746 .1756 .0317 .02 .51 2.75 .34 .013 .00 .00 PIPE 1035.063 1679.742 .530 1680.272 6.00 8.98 1.25 1681.53 .00 .87 1.77 2.000 .000 .00 0 .0 .642 .1756 .0278 .02 .53 2.57 .34 .013 .00 .00 PIPE 1035.706 1679.855 .549 1680.404 6.00 8.57 1.14 1681.54 .00 .87 1.79 2.000 .000 .00 0 .0 .559 .1756 .0243 .01 .55 2.41 .34 .013 .00 .00 PIPE 1036.265 1679.953 .568 1680.521 6.00 8.17 1.04 1681.56 .00 .87 1.80 2.000 .000 .00 0 .0 .487 .1756 .0213 .01 .57 2.26 .34 .013 .00 .00 PIPE 1036.752 1680.039 .587 1680.626 6.00 7.79 .94 1681.57 .00 .87 1.82 2.000 .000 .00 0 .0 .412 .1756 .0186 .01 .59 2.11 .34 .013 .00 .00 PIPE 1037.164 1680.111 .608 1680.719 6.00 7.42 .86 1681.58 .00 .87 1.84 2.000 .000 .00 0 .0 .357 .1756 .0163 .01 .61 1.97 .34 .013 .00 .00 PIPE 1037.521 1680.174 .629 1680.803 6.00 7.08 .78 1681.58 .00 .87 1.86 2.000 .000 .00 0 .0 .302 .1756 .0143 .00 .63 1.85 .34 .013 .00 .00 PIPE a I a a a I a I a I I I t I t I I I t I I I I I I I t I F I t I t I FILE: P:\126-2012\Drainage\latK5.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time:11:40:14 KNOX AVE SD -LINE E & K Q100--LAT-K5 JN 126-2012 wli latK5.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1037.823 1680.227 .651 1680.878 6.00 6.75 .71 1681.59 .00 .87 1.87 2.000 .000 .00 0 .0 .253 .1756 .0125 .00 .65 1.73 .34 .013 .00 .00 PIPE 1038.076 1680.271 .674 1680.945 6.00 6.44 .64 1681.59 .00 .87 1.89 2.000 .000 .00 0 .0 .209 .1756 .0109 .00 .67 1.62 .34 .013 .00 .00 PIPE 1038.286 1680.308 .698 1681.006 6.00 6.14 .58 1681.59 .00 .87 1.91 2.000 .000 .00 0 .0 .170 .1756 .0096 .00 .70 1.51 .34 .013 .00 .00 PIPE 1038.455 1680.338 .723 1681.061 6.00 5.85 .53 1681.59 .00 .87 1.92 2.000 .000 .00 0 .0 .134 .1756 .0084 .00 .72 1.41 .34 .013 .00 .00 PIPE 1038.589 1680.361 .749 1681.110 6.00 5.58 .48 1681.59 .00 .87 1.94 2.000 .000 .00 0 .0 .101 .1756 .0074 .00 .75 1.32 .34 .013 .00 .00 PIPE 1038.690 1680.379 .776 1681.155 6.00 5.32 .44 1681.59 .00 .87 -1- 1.95 2.000 -1- -1- .000 -1- .00 0 .0 1- -1- .071 -17 .1756 -1- -1- -1- -1- -1- .0065 -1- .00 -1- .78 1.23 .34 .013 .00 .00 PIPE 1038.760 1680.391 .804 1681.195 6.00 5.07 .40 1681.59 .00 .87 1.96 2.000 .000 .00 0 .0 .037 .1756 .0057 .00 .80 1.15 .34 .013 .00 .00 PIPE 1038.797 1680.398 .834 1681.232 6.00 4.84 .36 1681.59 .00 .87 1.97 2.000 .000 .00 0 .0 .013 .1756 .0050 .00 .83 1.07 .34 .013 .00 .00 PIPE 1038.810 1680.400 .866 1681.266 6.00 4.60 .33 1681.59 .00 .87 1.98 2.000 .000 .00 0 .0 WALL ENTRANCE I 1 1: 1 a � i a i a' j t j a *1 11 1 1 1 1 1 9 1 1 1 f I I I I I f I t I t. I t 3 FILE: P:\126-2012\Drainage\latK5.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time:11:40:14 KNOX AVE SD -LINE E & K Q100--LAT-K5 JN 126-2012 wli latK5.wsw I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight/lBase Wtj 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 JPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1038.810 1680.400 1.345 1681.745 6.00 .32 .00 1681.75 .00 .18 14.00 5.500 14.000 .00 0 .0 I t FILE: P:\126-2012\Drainage\latK5.WSW W S P G W EDIT LISTING Version 14.01 Date: 2-28-2005 Time:11:40:10 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 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 - KNOX AVE SD -LINE E & K HEADING LINE No 2 IS - Q100--LAT-K5 HEADING LINE No 3 IS - JN 126-2012 wli latK5.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 1007.310 1674.870 6 1674.300 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1038.810 1680.400 6 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1038.810 1680.400 8 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1038.810 1680.400 8 1685.900 I I I I a i a I a i a I I I I I I I I I I I I I I I I I I I I I a I a I a I TI KNOX AVE SD -LINE E & K T2 Q100--LAT-K5 T3 JN 126-2012 wli latK5.wsw so 1007.3101674.870 6 1674.300 R 1038.8101680.400 6 .013 .000 .000 0 WE 1038.8101680.400 8 .500 SH 1038.8101680.400 8 1685.900 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 3.500 .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 2 0 .000 7.470 2.000 .000 .000 .00 CD 8 3 0 .000 5.500 14.000 .000 .000 .00 Q 6.000 .0 a I a I a, I a A a I I I t I f I a I I I a I t I a I a I a I FILE: P:\126-2012\Drainage\KX36.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 2-28-2005 Time: 2:38:46 Q K OX AVE SD -36 -INCH DRY LINE Ql00-- JN 126-2012 wli kx36.wsw Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj 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 L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1900.000 1685.480 1.930 1687.410 105.60 21.98 7.50 1694.91 .00 2.91 2.87 3.000 .000 .00 0 .0 14.806 .0049 .0478 .71 1.93 3.00 3.00 .013 .00 .00 PIPE 1914.806 1685.552 1.856 1687.408 105.60 22.98 8.20 1695.61 .00 2.91 2.91 3.000 .000 .00 0 .0 15.278 .0049 .0538 .82 1.86 3.23 3.00 .013 .00 .00 PIPE 1930.085 1685.627 1.783 1687.410 105.60 24.10 9.02 1696.43 .00 2.91 2.95 3.000 .000 .00 0 .0 14.915 .0049 .0608 .91 1.78 3.48 3.00 .013 .00 .00 PIPE 1945.000 1685.700 1.715 1687.415 105.60 25.28 9.92 1697.34 .00 2.91 2.97 3.000 .000 .00 0 .0 9.400 .1384 .0613 .58 1.72 3.76 1.37 .013 .00 .00 PIPE 1954.400 1687.000 1.774 1688.775 105.60 24.26 9.14 1697.91 .00 2.91 2.95 3.000 .000 .00 0 .0 9.067 .1384 .0547 .50 1.77 3.52 1.37 .013 .00 .00 PIPE 1963.467 1688.255 1.846 1690.101 105.60 23.13 8.31 1698.41 .00 2.91 2.92 3.000 .000 .00 0 .0 7.542 .1384 .0484 .37 1.85 3.26 1.37 .013 .00 .00 PIPE 1971.009 1689.299 1.923 1691.222 105.60 22.05 7.55 1698.77 .00 2.91 2.88 3.000 .000 .00 0 .0 6.339 .1384 .0430 .27 1.92 3.01 1.37 .013 .00 .00 PIPE 1977.349 1690.176 2.005 1692.181 105.60 21.03 6.87 1699.05 .00 2.91 2.82 3.000 .000 .00 0 .0 5.355 .1384 .0383 .20 2.01 2.78 1.37 .013 .00 .00 PIPE 1982.704 1690.917 2.093 1693.010 105.60 20.05 6.24 1699.25 .00 2.91 2.76 3.000 .000 .00 0 .0 4.532 .1384 .0341 .15 2.09 2.56 1.37 .013 .00 .00 PIPE FILE: P:\126-2012\Drainage\KX36.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: 2:38:46 KNOX AVE SD -36 -INCH DRY LINE Q100 -- JN 126-2012 wli kx36.wsw Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj [No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINorm Dp 1 "0" 1 X-Fallj ZR IType Ch 1987.236 1691.544 2.188 1693.732 105.60 19.12 5.67 1699.41 .00 2.91 2.67 3.000 .000 .00 0 .0 3.829 .1384 .0306 .12 2.19 2.34 1.37 .013 .00 .00 PIPE 1991.065 1692.074 2.291 1694.365 105.60 18.23 5.16 1699.52 .00 2.91 2.55 3.000 .000 .00 0 .0 3.193 .1384 .0275 .09 2.29 2.13 1.37 .013 .00 .00 PIPE 1994.258 1692.516 2.406 1694.922 105.60 17.38 4.69 1699.61 .00 2.91 2.39 3.000 .000 .00 0 .0 2.621 .1384 .0250 .07 2.41 1.92 1.37 .013 .00 .00 PIPE 1996.879 1692.878 2.535 1695.413 105.60 16.57 4.26 1699.68 .00 2.91 2.17 3.000 .000 .00 0 .0 2.015 .1384 .0230 .05 2.54 1.70 1.37 .013 .00 .00 PIPE 1998.894 1693.157 2.690 1695.847 105.60 15.80 3.88 1699.72 .00 2.91 1.83 3.000 .000 .00 0 .0 1.106 .1384 .0221 .02 2.69 1.46 1.37 .013 .00 .00 PIPE 2000.000 1693.310 2.915 1696.225 105.60 15.06 3.52 1699.75 .00 2.91 1.00 3.000 .000 .00 0 .0 -1- -17 -1- -1- -1- -1- -1- -1- -1- 1- 1.595 .0050 .0230 .04 2.91 1.00 3.00 .013 .00 .00 PIPE 2001.595 1693.318 3.000 1696.318 105.60 14.94 3.47 1699.78 .00 2.91 .00 3.000 .000 .00 0 .0 46.405 .0050 .0245 1.13 3.00 .00 3.00 .013 .00 .00 PIPE I I I I I I I I I I I 1 1 2048.000 1693.550 3.931 1697.481 105.60 14.94 3.47 1700.95 .00 2.91 .00 3.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- I I a I a I a I a I a I I I I I I I I I I I a a a a a i a 1 9 1 a 1 9 1 a I FILE: P:\126-2012\Drainage\KX36.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 2-28-2005 Time: 2:38:42 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(l) 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 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 4.000 10.340 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -36 -INCH DRY LINE HEADING LINE No 2 IS - Q100 -- HEADING LINE NO 3 IS - JN 126-2012 wli kx36.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 1900.000 1685.480 4 1688.480 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1945.000 1685.700 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 2000.000 1693.310 4 .013 .000 .000 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2048.000 1693.550 4 .013 .000 .000 .000 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 2048.000 1693.550 4 1700.000 I I I I a i a I a i a I I I I I I 1 9 1 t I I I I I I I a I a i a I a I I I Tl KNOX AVE SD -36 -INCH DRY LINE T2 Q100 -- T3 JN 126-2012 wli kx36.wsw so 1900.0001685.480 4 1�688.480 R 1945.0001685.700 4 .013 R 2000.0001693.310 4 .013 R 2048.0001693.550 4 .013 SH 2048.0001693.550 4 1700.000 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 2 0 .000 7.470 2.000 .000 .000 .00 CD 8 3 0 .000 4.000 10.340 .000 .000 .00 Q 105.600 .0 .000 .000 0 .000 .000 0 .000 .000 0 I I I I I I I I d 11 N I I 11 I I I I STORM DRAIN HYDRAULICS DETENTI IN CONDITH LATERAL "E-4" ICON STREET a I a a 8, 1 a I & I I I f I I I t 1 1 1 1 1 1 1 1 1 1 1 1 1 a I I I a I FILE: P:\126-2012\Drainage\e4bsn.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 3-16-2005 Time: 1:10:44 KNOX AVE SD -LINE E Q100--LAT-E4--FROM DETENTION BASIN TO 10+57.68 ON LAT. E4 JN 126-2012 wli E4bsn.wsw Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia.-FTIor I.D.1 ZL jPrs/Pip L/Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 636.680 1609.350 15.650 1625.000 90.60 7.21 .81 1625.81 .00 2.89 .00 4.000 .000 .00 0 .0 273.400 .0132 .0040 1.09 15.65 .00 2.11 .013 .00 .00 PIPE 910.080 1612.960 13.128 1626.088 90.60 7.21 .81 1626.89 .00 2.89 .00 4.000 .000 .00 0 .0 23.220 .0134 .0040 .09 13.13 .00 2.11 .013 .00 .00 PIPE 933.300 1613.270 13.129 1626.399 90.60 7.21 .81 1627.21 .00 2.89 .00 4.000 .000 .00 0 .0 66.700 .0126 .0040 .27 13.13 .00 2.15 .013 .00 .00 PIPE 1000.000 1614.110 12.554 1626.664 90.60 7.21 .81 1627.47 .00 2.89 .00 4.000 .000 .00 0 .0 JUNCT STR .0131 .0053 .06 12.55 .00 .015 .00 .00 PIPE 1012.180 1614.270 12.459 1626.729 90.60 7.21 .81 1627.54 .00 2.89 .00 4.000 .000 .00 0 .0 43.990 .0100 .0040 .18 12.46 .00 2.30 .013 .00 .00 PIPE 1056.170 1614.710 12.194 1626.904 90.60 7.21 .81 1627.71 .00 2.89 .00 4.000 .000 .00 0 .0 24.850 .0101 .0040 .10 .00 .00 2.30 .013 .00 .00 PIPE 1081.020 1614.960 12.138 1627.098 90.60 7.21 .81 1627.91 .00 2.89 .00 4.000 .000 .00 0 .0 8.000 .0100 .0040 .03 12.14 .00 2.30 .013 .00 .00 PIPE WALL ENTRANCE I I I I I I I I I I I 1 1 1089.020 1615.040 12.090 1627.130 90.60 7.21 .81 1627.94 .00 2.89 .00 4.000 .000 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- FILE: P:\126-2012\Drainage\e4bsn.WSW W S P G W EDIT LISTING - Version 14.01 Date: 3-16-2005 Time: 1:10:40 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(l) 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 5.000 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 2 0 .000 7.470 2.000 .00 CD 8 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 - KNOX AVE SD -LINE E HEADING LINE No 2 IS - Q100--LAT-E4--FROM DETENTION BASIN TO 10+57.68 ON LAT. E4 HEADING LINE NO 3 IS - JN 126-2012 wli E4bsn.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 636.680 1609.350 3 1625.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 910.080 1612.960 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 933.300 1613.270 3 .013 .000 .000 82.100 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1000.000 1614.110 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 1012.180 1614.270 3 2 0 .015 .001 .000 1613.650 .000 30.500 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 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 7 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 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1089.020 1615.040 3 .013 .000 .000 .000 0 ELEMENT NO 9 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1089.020 1615.040 3 .500 ELEMENT NO 10 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1089.020 1615.040 3 1629.000 I I a I a 1 9 1 a I a I I I I I I I I I I I I I I I I I I I I I t 1 a i a a Tl KNOX AVE SD -LINE E T2 Q100--LAT-E4--FROM DETENTION BASIN TO 10+57.68 ON LAT. E4 T3 JN 126-2012 wil M-nsn.wsw so 636.6801609.350 3 1625.000 R 910.0801612.960 3 .013 R 933.3001613.270 3 .013 R 1000.0001614.110 3 .013 ix 1012.1801614.270 3 2 .015 0.001 1613.650 R 1056.1701614.710 3 .013 R 1081.0201614.960 3 .013 R 1089.0201615.040 3 .013 WE 1089.0201615.040 3 .500 SH 1089.0201615.040 3 1629.000 CD 1 4 0 .000 5.500 .000 .000 .000 .00 CD 2 4 0 .000 5.000 .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 2 0 .000 7.470 2.000 .000 .000 .00 CD 8 3 0 .000 5.500 28.000 .000 .000 .00 Q 90.600 .0 .000 .000 0 .000 82.100 0 .000 .000 0 30.5 .000 .000 .000 0 31.640 .000 0 .000 .000 0 11 I d d MISCEL SECTION M '� HYDRAULIC CALCULATIONS MR ho MADOLE & ASSOCIATES, INC. Job KNOX AVE. Civil Engineers -Land Surveyorw-Ranners Sheet No. of Im 10601 Church Sb"t Suits 107 Calculated by: WLI Date 11/1612004 Rancho Cucamonga, CA 91730 Checked by: Date (909)948-1311 fax948-8464 Scale HYDRAULIC SECTION FOR PIPE ESTIMATES **1/2 Q K (s) **2 S (Q/K) 0 (cfs) MAM. (in. K sf 240.2 1 54 1966.3563 0.014921812 222.3 54 1966.3563 0.012780695 107.6 36 666.93811 0.02602876 QR y PI er— X k*'N& dw am P:ki28-2012%D,—.g.Wio-6�-.W.b..Wo_—b.._p4m.)CLT Pdni.d: I 1:00AM-11110a004 I Of 1 1 1 ' I h I & I k- I k I i I k I i I k 1 1 1 1 J Ilk A & A & A & I IL j I J a j FILE: pkwy.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 5- 6-2005 Time: 1:48:41 KNOX AVE SD -LINE E & K Parkway Drain 126-2012 wli pkwy.wsw Invert I Depth I Water Q I Vel Vel I Energy I Super ICriticalIFlow ToplHeight/lBase Wtj INo Wth Station I Elev I (FT) I Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs/Pip L/Elem ICh Slope I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X-Fallj ZR IType Ch 1000.001 1610.001 .500 1610.501 39.00 6.50 .66 1611.16 .00 .50 13.00 .500 13.000 .00 2 .5 TRANS STR .0055 .0127 .16 .50 1.69 .015 .00 .00 BOX -------------------- WARNING - Flow depth near top of box conduit -------------------- I I I I I I I I I I I 1 1 1012.620 1610.070 .923 1610.993 39.00 4.85 .37 1611.36 .00 .67 13.00 .670 13.000 .00 2 .5 -I- -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 1012.620 1610.070 .993 1611.063 39.00 4.48 .31 1611.37 .00 .65 13.00 .670 13.000 .00 0 .0 V( -00c, AT ':�rtp C)F IRLET -" flAek'W4" 6-4?AjNr �, 7 - I 01 LL KIP 6epgj.E�,l C dVr?r;?-j r:�:>e rp SPEC T Z - e -Z" ) >; 61 Q F- =9- FILE: pkwy.WSW W S P G W - EDIT LISTING - Version 14.01 Date: 5- 6-2005 Time: 1:48:33 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) 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 3.500 CD 4 4 0 3.000 CD 5 4 0 2.500 CD 6 4 0 2.000 CD 7 2 0 .000 7.470 2.000 .00 CD 8 3 0 .000 5.500 21.000 .000 .000 .00 CD 10 3 2 .500 .500 13.000 .000 .000 .00 CD 11 3 2 .500 .670 13.000 .000 .000 .00 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - KNOX AVE SD -LINE E & K HEADING LINE NO 2 IS - Parkway Drain HEADING LINE No 3 IS - JN 126-2012 wli pkwy.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 1000.000 1610.000 10 10.500 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1000.001 1610.001 10 .015 .000 .000 .000 0 ELEMENT NO 3 IS A TRANSITION U/S DATA STATION INVERT SECT N RADIUS ANGLE 1012.620 1610.070 11 .015 .000 .000 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1012.620 1610.070 11 .300 ELEMENT NO 5 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1012.620 1610.070 11 11.070 I J j k J k I t a k J lk A I J m Tl KNOX AVE SD -LINE E & K T2 Parkway Drain T3 JN 126-2012 wli pkwy.wsw so 1000.0001610.000 10 10.500 R 1000.0011610.001 10 .015 TS 1012.6201610.070 11 .015 WE 1012.6201610.070 11 .300 SH 1012.6201610.070 11 11.070 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 3.500 .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 2 0 .000 7.4"70 2.000 .000 .000 .00 CD 8 3 0 .000 5.500 21.000 .000 .000 .00 CD 10 3 2 .500 .500 13.000 .000 .000 .00 CD 11 3 2 .500 .670 13.000 .000 .000 .00 Q 39.000 .0 .000 .000 0 .000 .000 0 SECTION R .1 REFERENCES & MAPS I I I I a I a I a 11 a I I I I I I I a I It 1 9 1 1[ a 11 1 a 1 9 1 a I a I a I *#W 2.. lit W. M A gk- tol A zd c - L> SAN BERNARDINO COUNTY HYDROLOGY MANUAL , tr. A A A T. (ftc- A WL —A OESMATIO. SCALE I, I*PW CE —�A— S—C1 SCALE REDUCED BY 112 HYDROLOGIC SOILS GROUP MAP FOR SOUTHWEST -A AREA Rlw 68' m j I CL 10, 12' 22' 40 .5, 5. 6.5 2--1 MAX. CONC. SIDEWALK —MEET EXIST GROUND 4" dM go �2% PROP. CONC. CURB & GUTTER 22' .2Z PROP. CONC. CURB & GUTTER KNOX A VENUE TYPICAL SECTION T.I.=6.5 STA. 55+53.35 TO 98+84.86 NOT TO SCALE Rlw 12' 6.5' 5' .5' 2:1 MAX. - 2% L—Ll 14 CONC. SIDEWALK-� MEET EXIST. - GROUND J:\126-2012\streets\StQl.dwg, 05/18/2004 01:50:56 AM, Wl .... . ......... .. . ...... . . . . . .... ... ... -"T z. jf� .. .... . ... ........... .................... ...... . ........ -7 7 --i J . . . ............... . .. . ...... . ...... ...... ... .. .. ............ . ....... . ...... +.. q- - ..... . ...... ................. . .... ....... .. . . .. A! . .............. .. . . . . . . . . 17� Ef - ...... . ........ . - .......... ..... ........ .... s' w. ... . .. . ....... ........... . . . .......... 00 . . ... Gr . ....... . . . .... . ...... ....... . . ...... . ...... .. . .... . . . . ....... . ..... ....... .. ........ .. . ....... ....... .. . . ...... ... ....... ... .... .... ..... . 572+00 573+00 574+00 575+00 576+00 PLAN 1'= 40' 577+00 578+00 579+00 580+00 581+00 582+00 583+00 SCALE IN FEET 0. 4.0 80 120 160 b [CATCH WINS PER] RAL F LATERAL PR.S LATERAL "E — A.P.N.226-092-5,43 I + 41 13 110121�14 PL PROP CURB & GUTTER END LA 6, LA, EXIST. POLE TO BE A.P.N.226-092-5,03 A.P.N.226-092-60 PROP. SIDEWALK 10+ RELOCATED BY OTHERS(TYP) UILIL; EXIST. POLE TO BE RELOCATED BY 07HERS(Tr) EXIST POLE TO BE EXIST POLE TO BE 8 7 579+45.0 CL MH PROP. R/W =INT 10+00 RELOCATED BY OTHERS(TYP) RELOCATED BY OTHERS(TYP) LAI E Ts"r-Ir I � C1 GB 1 11 ST STA 74 47.33 TRAFF, C SIGNAL UNE-, I TRAFFIC SIGNAL LINE --) A=5(r C= 45 i i 4 + 1 —T SS T is, "Ss T1% s Fun 11, .3 L I 'T elk z Ab Ga --aaft �Y� m Z I —E N BT597 —STF&U 15 c' STREET -5r E _14.89 5'03'. w Z — d — — — — — — — — — _LrL 25'_!ATEt::� . . . . . . . — — — — — — — — — — w - — — — w W W w `=- _7_7 PROP EDP 77 15 END LAT. "G' Txa. 25' WATEW EA R/w ww PROP R/W 18 PROP. R/W T IL SO � V M41 LCL ST, STA 74+48 13 PL PROP . SIDEWALK 1+3+ UMMIT AVE A.P.N.226-171-10 10+00 DO CL KNOX AVE W=14' V= 5' A.P.N.226-171 -10 PROP. CURB & GUTTER SUMMIT AVENUE I \- PROP R;�_ LATERAL "G 9 579+ . NOXI AVE.1 1+0 . 07 LAI G CONSTRUCTION NOTES 11 y LINF TABLE CONST, 11' X 9' CAST -IN-PLACE REINFORCED BASS OF rrEM NO. I LENGTH TANGENT GENCH MARK. 8-17 MTRMS BEA#Nm T, INTO CONCRETE SINGLE BOX PER DETAILS ON SHT 12 40`01-00- 31 43' 16 39' F-1-: 11 I'll; _. '�T 1, T- I CO MANHOLE -CONCRETE BOX STORM DRAIN PER A.P.W.A. SM. 323-1 5'.B� I N 39-59-31-E --- 22m376 --- 'U CT'O CDNSSTT� N N STRUCTURE -PIPE TO RCB, PER A.PW.A, SM. 333-1 Qc - N 4�56'03' E 27.70' CONST. JUNCTION STRUCTURE -PIPE TO RCB, PER A.P.W.A. SM. 334-1 CONST. PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SM. S.P. 176A m_ RT --- 2.62' --- ELEVAMW 1428 6010 fiEv" —8"& DTE SHD= CONSTRIJCTION OF THE REQUIRED WAMOVEMIENTS NOT N TWO YEARS OF THE DATE OF COMMENCE WITHI APPROVAL 'f Prepared Under The Supervision 01 CITY PrAFAMNIMOPPICROF MADOILEANDAIIIIIIIII)CIATMM STORM OF FONTANA, MIFORNIA DRAIN IMPROVEMENT PLANS CONST. 24* R.C.P. D -LOAD PER PLAN. '� HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 4 loom CK" 8nvmT SITE to? MAW BY. SUMMIT AVENUE scALL. l'-40 CONST. 36" R.C.P. D -LOAD PER PLAN. DIAL TWO WORK 0 THE CITY ENGINEER MAY REQUIURE REVISIONS TO THE PLANS TO . PANcHoaUrAMONQk,cA 91730 D1,S/DJ FHONE 0111I Wil- 311 DESIM a FROk?Z.4 1,61K TO DAIL %UYA (@I— CONST. CONCRETE COLLAR PER AP.WA SM. .380-2 BEFEIRE DAY S ]DEMING YmJ DIG MJG/orP/ATS Mj 1332 E NOV 2003 . PROTECT EXISTING IMPROVEMENT IN PLACE. YOU BIG SR1W THEM INTO CONFORMANCE WITH CONDIT11ONS AND Date OfECKIM or. APPRm _Wr"_O�X or 4 TOLL fREE I SERVICE BY PPUEKL C SERVICE WY STANDARDS IN EFFECT. FICE121183 ATS/MJG 3 1 I I CITY ENGINEER R.Ur 13T DATE 121 71- ell 110 z Q rn J:\652-1452\storm\sd-ph2-04.dwg, 05/18/2004 01:46:56 AM, V� k�(u�L� 7A�L� -7� 44- I 0 0 CN 0 V) SCALE IN FEET 200 400 600 K EY NODE DESCRIPTION SUBAREA DESCRIPTION LENGTH BETWEEN NODES FLOW ARROW FLOW LINE BOUNDARY FUTURE R/W LINES El STATION Q-100 CFS) NODE FS/INV. EL:�EV. XCREAG�E '\� �slly L=500" --a*— W c HYDROLOGIC -DRAINAGE MAP E-1 LINE E & K KNOX AVENUE N10 SUMMIT AVE. CITY OF FONTANA z MADOLE AND ASSOCIATES, INC. NOTE 10601 CHURCH STREET STE. 107 JOB NUMBER ALL SOILS QROUP "All RANCHO CUCAMONGA, CA 91730 126-2012 PHONE (909) 948-1311 SHEETI M ]BER ol 2 REV. 5/05/05 OF