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HomeMy WebLinkAboutMS 2021-0003; RACEWAY INDUSTRIAL; HYDROLOGY & HYDRAULIC CALCULATIONS; 2022-04-29 Thienes Engineering, Inc. CIVIL ENGINEERING  LAND SURVEYING HYDROLOGY & HYDRAULIC CALCULATIONS FOR RACEWAY INDUSTRIAL LIONSHEAD AVENUE AND MELROSE DRIVE CARLSBAD, CA PREPARED FOR W-H CARLSBAD OWNER IX, L.P. 600 WEST BROADWAY SUITE 1150 SAN DIEGO, CA 92101 P. (858) 435-4025 OCTOBER 22, 2021 REVISED JANUARY 28, 2022 REVISED APRIL 29, 2022 JOB NO. 3911 PREPARED BY THIENES ENGINEERING 14349 FIRESTONE BLVD. LA MIRADA, CALIFORNIA 90638 P. (714) 521-4811 FAX (714) 521-4173 4/29/22 HYDROLOGY & HYDRAULIC CALCULATIONS .C.E. NO. 561 p. 12-31- FOR RACEWAY INDUSTRIAL PREPARED UNDER THE SUPERVISION OF ~~~ R.C.E. 56155 EXP. 12/31/2022 DATE: INTRODUCTION A: PROJECT LOCATION The project site is located on the southerly side of Lionshead A venue between Melrose Drive and Eagle Drive in the city of Carlsbad. See follow page for vicinity map. B: STUDY PURPOSE The purpose of this study is to determine 100-year proposed condition peak flow rate from the project site that drain to an existing storm drain system in Lionshead A venue. C: PROJECT STAFF: Thienes Engineering staff involved in this study include: Reinhard Stenzel Brian Weil ll/2Q/2020 Google: Maps Goog_le Maps DISCUSSION The project site encompasses approximately 19.34 acres. Proposed improvements include one warehouse type building with approximately 222,959 square feet. There is truck loading/unload area located on the southerly side of the building. Vehicle parking is proposed on the westerly, northerly and easterly sides of the proposed building. There are existing sideslopes at the southerly and westerly portions of the site that will remain. There are two bioretention areas at the northwesterly portion of the site and additional landscaping adjacent to Lionshead A venue and Eagle Drive. Master Plan Hydrology The project site is part of the Agua Hedionda Creek Watershed, Basin "B", per the City of Carlsbad Master Plan of Drainage. The site is within Plate C-4 of the Master Plan of Drainage Facilities map. However, this map does not show the existing storm drain facilities within the site and Lionshead A venue. See Appendix "A" for Master Plan of Drainage reference material. Existing Hydrology The project site is part of an existing larger commercial development known as the Carlsbad Raceway. The project site was previously studied by O'Day Consultants in a report titled "Hydrology and Hydraulic Study for Carlsbad Raceway", dated June 20, 2003. This study analyzed the project site as four separate lots assuming Industrial development for a 100-year storm event. The peak flow rates from this study are the same peak flow rates found on the existing storm drain plans for Lionshead Avenue as detailed below. See Appendix "A" for reference O'Day hydrology calculations and drainage map relative to the project site. Existing Storm Drains There is an existing storm drain system in Lionshead Avenue (Carlsbad Raceway, Lionshead A venue, prepared by O 'Day Consultants). The storm drain conveys runoff from the project site and areas tributary to the street from east to west, and daylights out to a natural drainage course on the northerly side of Lionshead A venue. The storm drain varies in size from 42" to 54" and indicates 100-year peak flow rates. The plans also indicate a lateral for each of the four lots that comprise the area of the project site. From west to east, the four laterals that serve the project site indicate a 100-year peak flow rates of 48.4 cfs, 41.8 cfs, 22.5 cfs and 34.4 cfs. See Appendix "A" for reference existing storm drain plans. Existing Condition The project site is currently graded dirt lots with natural grasses and vegetation. Each lot is graded to a C.M.P. riser located near Lionshead A venue. The sites feature desilting areas around each riser and erosion control devices. Each riser conveys runoff to the previously mentioned storm drain laterals. Grading plans for each lot were also prepared by O'Day Consultants. There is an existing commercial development to the south of the project site. Grading plans prepared by O'Day Consultants show onsite storm drain systems that convey runoff from this development around the project site. There is no offsite runoff currently tributary to the project site. Existing condition hydrologic models were established for areas tributary to each of the previously mentioned C.M.P. risers. In general, each riser intercepts runoff from each of the four lots. The 100-year peak flow rates tributary to the existing risers, from west to east, are 10.7 cfs, 8.7 cfs, 5.2 cfs and 7.2 cfs, respectively. See Appendix "B" for existing condition hydrology calculations and Appendix "E" for existing condition hydrology map. Proposed Condition The proposed condition development consists of one commercial/warehouse type building that will span the original four lots. Drainage boundaries will be altered in the proposed condition due the site layout. The site layout will alter the drainage areas to the existing points of connection. In fact, only the existing westerly connection will be utilized. Runoff from the southerly portion of the building and the truck yard area (nodes 100-114) will be intercepted by catch basins located in the truck yard area. A proposed onsite storm drain will convey this flow around the westerly side of the building and through the westerly driveway to the hydromodification storage area (at node 115). There is an existing vegetated sideslope at the southerly and westerly portions of the project site. All runoff from the sideslopes (nodes 120-137) will be intercepted in a separate storm drain system. This storm drain conveys runoff through the project site then to the hydromodification storage area (at node 138). Runoff from the westerly biofiltration area is also added to the hydrologic model at this location. Runoff from the northerly portion of the building and north parking areas (nodes 140-153) will be collected in curb and gutter to a proposed catch basin located near the easterly bioretention area. Here, runoff will enter the easterly biofiltration area (at node 154). Runoff from the northwesterly portion of the building and the adjacent parking areas (nodes 160-162) will drain to the easterly bioretention area via a proposed storm drain (at node 163). Runoff above the required biofiltration volume continues to the hydromodification storage area (at node 165). All the above-described drainage areas drain to the hydromodification storage area. The total 100-year peak flow rate at this location is approximately 78.6 cfs. Discharge from the hydromodification area is conveyed easterly to the existing lateral at Lionshead A venue (Sta. 13+92.20). In addition, runoff from the westerly driveway (nodes 170-172) will add to this storm drain system (at node 173) for a total 100-year peak flow rate of 80.0 cfs. Runoff from the sloped areas adjacent to the Lionshead Avenue (nodes 300-301) sheet flow to the street and then to an existing catch basin at Lionshead Avenue (Sta 19+40.00). The 100-year peak flow rate for this area is approximately 1.9 cfs. Finally, flow from the sloped area adjacent to Eagle Drive (nodes 310-311) sheet flows to the street then to an existing catch basin at the intersection of Eagle Drive and Lionshead A venue. The 100-year peak flow rate for this area is approximately 0.2 cfs. The following table summarizes the peak flow rates from the existing storm drain plans and that from the project site to the respective existing laterals. Lateral Location Q 100 Per Plan Q 100 Proposed Sta. 13+92.20 48.4 cfs 80.0 cfs Sta. 15+30.35 41.8 cfs Not Used Sta. 19+40.00 22.5 cfs Not Used Sta. 21 + 11.00 34.4 cfs Not Used From the above table, the 100-year peak flow rate to the westerly lateral is higher than to the peak flow rate from the existing plans. The other three existing laterals are not used for onsite runoff. Runoff from the landscaped area adjacent to Lionshead Avenue drains to an existing catch basin that drains to the lateral at Sta 19+40.00. The 100-year peak flow rates are less than those shown on the existing storm drain plans. This is due to several reasons. The O'Day hydrology report used four areas, each with 5.0 minute times of concentration and considered all commercial. This would yield maximum peak flow rates for the individual areas. The proposed improvements separated the existing landscaped sideslopes and considered these areas with the correct land usage (undeveloped), thus lowering runoff rates for these areas. Also, the proposed improvements use longer conveyance features ("V" -gutters, curb and gutter and storm drains) than yield longer times of concentration and consequently lower peak flow rates. Overall, the entire peak flow rate from the project site has been reduced compared to existing plans. There is no overall downstream impact to the existing storm drain in Lionshead A venue. However, the peak flow rate to the westerly lateral has increased. A hydraulic analysis of this existing storm drain was analyzed as further discussed below. See Appendix "B" for proposed condition hydrology calculations and Appendix "E" for hydrology map. Flood Routing Except for the landscaped slope adjacent to the streets, all runoff from the site is directed to the hydromodification storage area (Urban Pond) located underground at the northwesterly portion of the site. Here, a proposed storm drain discharges flow to an existing lateral at Lionshead A venue. The underground storage system is not intended for 100-year peak flow mitigation however a flood routing analysis was prepared to ensure that 100-year peak flow rates can be routed and discharged from the hydromodification system. A hydrograph for the total tributary area to the hydromodification area was established using San Diego County RA THYDRO program. This program incorporates results from the Rational Method calculations. These results were then input into HEC-1 to route through the hydromodification area. Basin rating curves are the same as those used in the Hydromodification study (per separate report). Note that the rating curve in the hydromodification is based on 0.1 '-0.2' increments. However, HEC-1 program has a limit of 20 entries and uses select increments from the basin rating curve. Because routing is only considered to prove that the system can safely pass the 100-year peak flow rates and not used for peak flow mitigation, this modeling method is accurate for this application. The underground storage consists of individual concrete vaults placed over a footprint of about 80' x 96'. The vaults are 10' high and has a storage volume of approximately 71,769 cubic feet. The invert of the underground storage system is 358.00. Discharge for the hydromodification requirements consist of two 1-1/4" hole at the 8'x24' outlet module of the Urban Pond system. Secondary bypass from the Urban Pond is through weir openings at the top of the outlet module (at 9.0' deep). The total weir length can bypass the 100- year peak flow rate. The hydromodification calculations show that the required volume is achieved near the depth of 9.0' (elevation 367.00). This leaves 1.0' of head at the weir to pass the 100-year peak rate. HEC-1 routing analysis shows that 73 cfs discharges from the hydromodification area in the 100-year storm event. Therefore, 100-year peak flow rates can be adequately conveyed through the hydromodification area without exceeding the available volume. There is additional storage upstream of the hydromodification area. This storage is in several 60" diameter pipes and used to store the design capture volume (DVC) associated with the westerly biofiltration basin. A sump pump will be used to slowly pump the detained stormwater into the easterly biofiltration basin and will drawdown within 36 hours. This method will ensure that the DCV will be routed through the biofiltration basin when using a sump pump. These 60" storm drain pipes have a secondary outlet (at elevation 368.00) to the hydromodification area once the DCV is achieved. There is a 36" pipe set at an elevation above the required storage volume near the sump pump that allows higher flows to continue downstream to the hydromodification area. The orifice equation was used to show that 1.63' of head is required to "push" the 100-year peak flow rates through the bypass storm drain. Flood routing is not required at this location since peak flow rates do not require mitigation and an adequate secondary bypass is provided. The biofiltration media filtration capacity at this location is 0. 71 cfs which exceeds the maximum discharge capacity of the upstream detention system. The upstream detention system's discharge capacity is controlled by the sump pump that is designed to discharge 0.20 cfs. With 0.2 cfs, the DCV can be drained within the required 72 hours. This peak diversion is not considered for the 100-year calculations. Biofiltration areas are designed with outlets to the hydromodification storage area after 1.0' depth of flow in each respective basin (elevation 374.53 west and 371.83 east). An additional 0.50' of head is available for flows to enter the hydromodification area (elevation 375.03 west and 372.33 east). There is then 1.0' of freeboard above the maximum depth (elevation 376.03 west and 373.33 east) necessary to discharge from the biofiltration system. See Appendix "D" for flood routing calculations. Hydraulic Calculations As noted above, more flow has been directed to the existing westerly lateral. A hydraulic model was established for the existing storm drain based on invert elevations, pipe lengths and peak flow rates. Note that the stationing shown on the storm drain plans is relative to street stationing, and do not correspond to the actual lengths of the pipe. For modeling purposes, stations relative to actual pipe lengths were established. A mark-up of the existing storm drain plan is provided with this stationing. Once the existing condition hydraulic model was established, it was then copied and reran with the proposed discharge from the project site. While the HEC-1 analysis shows a discharge of 73 cfs, the proposed condition hydraulic model uses the entire l 00-year rational method peak flow rate. This entire peak flow represents an increase of 31.6 cfs (to Storm Drain Crossing at Sta. 13+92.2) compared to the existing peak flow rate shown on the plans. By not using the existing Storm Crossings at Stations 15+30.35, 19+40.00 and 21 + 11.00, approximately 41.8 cfs, 23 .3 cfs and 34.4 cfs, respectively, have been eliminated from the existing storm drain system in Lionshead A venue. For hydraulic modeling purposes, the same downstream peak flow rate shown on the existing public storm drain was used even though the overall 100-year peak flow rate discharged from the project site is greatly reduced. To maintain the same downstream peak flow rate, 31.6 cfs has been removed from the downstream confluence. Overall, this is a conservative model since peak flow rates to the existing mainline in Lionshead A venue has been reduced. The largest difference in the downstream hydraulic grade line is approximately 1.30' (at the existing catch basin on the northerly side ofLionshead). While this increase seems large, the existing storm drain pipe is just full at this location and there is still almost 10' of freeboard to the flowline at this catch basin. Reconstruction of a portion of the existing 30" RCP with watertight joints has been specified in the project storm drain plans at a location where the hydraulic grade line is above the soffit of the storm drain. This hydraulic analysis shows that there is no adverse effect any downstream facilities. Additional hydraulic calculations will not be necessary for any of the other downstream storm drains. Remaining onsite hydraulic calculations will be included with precise grading and storm drain plans. The following hydraulic models are included in Appendix "C": • A hydraulic model for the existing storm drain per plans. This established a "base" model for comparisons. • A hydraulic model for the existing storm drain using the increased peak flow rate from the site, but maintaining the downstream peak flow rate per plan, as previously mentioned. • Onsite hydraulic models for Lines "A"-"F" and appropriate laterals. Also see the schematic representation of the H.G.L. and E.G.L. of the existing lateral at Station 13+92.20. The inverts and linear stationing of this lateral used in the calculations are red-lined in the O'Day Plan, included in Appendix "C". The following hydraulic controls are used for the storm drain systems: • Onsite Line "C" uses the calculated upstream h.g.1. from the recalculated lateral at Sta. 13+92.20 • Onsite Lines "A", "B" and "C" assume that the underground storage system is completely full. • Onsite Lines "D" and "F" assume the maximum depth in the biofiltration system, ,vith 1.0' of freeboard. Catch Basin Calculations The grated catch basins are in a sump condition and the weir equation is used to determine the head needed to intercept the 100-year peak flow rate assuming 50% clogging. However, the sump condition at node 104 is not high enough to intercept the entire 100- year peak flow rate. For this location, a spreadsheet was established that considered the perimeter of the grating and an area of the "saddle" at which flow can continue westerly. Then, a depth of flow was determined such that a peak flow rate intercepted into the grating plus the overflow to the west equals the total 100-year peak flow rate at this location. At node 104, approximately 13.8 cfs is intercepted in the grate inlet with the remaining 7.9 cfs spilling over the saddle to node 113. The catch basin as node 113 will then be designed to handle its peak flow plus the excess from node 104. As there is enough depth available at node 113 location, the catch basin at node 113 is able to capture the required flow (see calculations in Appendix "E"). For the remaining grate inlets, a depth was calculated to allow interception of 100-year peak flow rates, with 50% clogging. For these cases, this depth can be achieved prior to spillover to another subarea. Curb opening catch basins in sump conditions use Table "L" from the Bureau of Public Roads nomograph. Intercepted flow is based on the opening of the catch basin and the available head prior to spillover to another subarea, or top of curb, whichever is less. See Appendix "E" for catch basin calculations. Methodology Rational Method calculations were computed using AES Software in compliance with the 2003 San Diego County Hydrology Manual. The 100-year 6-hour rainfall value is 3.0 per the San Diego County Hydrology Manual. Conservatively, the soil type is assumed as "D". WSPG was used for hydraulic calculations. Summary Calculations and analyses show the following results: • Hydrologic models show that the 100-year peak flow rates are less than those shown on downstream existing storm drain plans. • Hydraulic analysis for the existing westerly lateral show that there is no significant increase in the hydraulic grade line with the addition of 31.6 cfs at this lateral, because a) the existing lateral has a capacity that exceeds 80.0 cfs and b) the H.G.L. is contained below existing terrain. • A flood routing analysis was performed to show that the 100-year peak flow can be adequately routed through the hydromodification storage area. • As the entire 100-year peak flow rate for the project site has been reduced, there is no overall impact to existing downstream facilities. APPENDIX A B C D E F DESCRlPTION REFERENCE MA TERlALS HYDROLOGY CALCULATIONS HYDRAULIC CALCULATIONS FLOOD ROUTING CACLULA TIONS CATCH BASIN CALCULATIONS HYDROLOGY MAPS APPENDIX A REFERENCE MATERIALS ~·- ;. .. [ . ' n, • !:J ; gf County of San Diego Hydrology Manual • Rainfall Jsopluvia/s 100 Yen J,laildall E>•CD-1-6 Houn ••••••·• lsopluvial (inches) S~GIS ..::::::""~~. ~J-tn...'Ul:.0:..piC :,~ N ~::la~~~ ~---...... ~-==-~~ ~-------_..,..,...._ __ 0 3 Miles ~ • • HYDROLOGY AND HYDRAULIC STUDY FOR CARLSBAD RACEWAY C.T. 98-10 J.N. 981012/5 DECEMBER 20, 2002 REVISED: APRIL 17, 2003 REVISED: JUNE 20, 2003 BY O'DAY CONSULTANTS 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CA 92008 (760) 931-7700 C • San Diego County Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software, (c) 1993 Rational method hydrology program based on Version 3.2 San Diego County Flood Control Division 1985 hydrology manual Rational Hydrology Study Date: 04/01/03 CARLSBAD RACEWAY BASIN 5 04-01-03 G:\ACCTS\971035\RACE05.0UT ********* Hydrology Study Control Information********** O'Day Consultants, San Deigo, California -S/N 10125 Rational hydrology study storm event year is Map data precipitation entered: 100.0 6 hour, precipitation(inches) = 3.000 24 hour precipitation(inches) = 5.200 Adjusted 6 hour precipitation (inches) = 3.000 P6/P24 = 57.71 San Diego hydrology manual 'C' values used Runoff coefficients by modified rational method ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 501.000 to Point/Station 502.000 **** INITIAL AREA EVALUATION**** A = B = C = 0.000 0.000 0.000 Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil [INDUSTRIAL area type group group group group D = 1. 000 Initial eubarea flow distance - Highest elevation= 381.50(Ft.) Lowest elevation= 381.00(Ft.) 1 25. 00 (Ft.) Elevation difference= 0.50(Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) = 1.07 min. TC= [1.8*(1.l-C)*distance .... 5)/(% slopeA(l/3)) TC • [l.8*(1.1-0.9500)*( 25.00 .... 5)/( 2.00'"'(1/3)]= Setting time of concentration to 5 minutes Rainfall intensity (I) • 7.904 for a 100.0 year Effective runoff coefficient used for area {Q=KCIA) Subarea runoff= 0.075(CFS) Total initial stream area= 0. 010 (Ac.) 1.07 storm is C = 0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 502.000 to Point/Station 503.000 **** STREET FLOW TRAVEL TIME+ SUBAREA FLOW ADDITION**** Top of street segment elevation= 381.000(Ft.) End of street segment elevation= 367.000(Ft.) Length of street segment = 1015.000(Ft.) Height of curb above gutter flowline = 6.0(In.) Width of half street (curb to_ crown) = 32.000{Ft.) Distance from crown to crossfall grade break = 30.500{Ft.) Slope from gutter to grade break (v/hz) m 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on (1) side(s) of the street Distance from curb to property line a 10.000(Ft.) Slope from curb to property line (v/hz) = 0.020 Gutter width= 1.SOO(Ft.) Gutter hike from flowline = l.500(In.) Manning's Nin gutter= 0.0150 Manning's N from gutter to grade break= 0.0150 Manning's N from grade break to crown= 0.0150 Estimated mean flow rate at midpoint of street= 0.109(CFS) Depth of flow• O.lOB(Ft.), Average velocity= 1.570(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width= l.SOO(Ft.) Flow velocity= 1.57(Ft/s) Travel time= 10.78 min. TC= 15.78 min. Adding area flow to street Decimal fraction soil group A= 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 [INDUSTRIAL area type ) Rainfall intensity= 3.767(In/Hr) for a 100.0 year storm Effective runoff coefficient used for total area (Q=KCIA) is C = 0.950 CA= 0.874 Subarea runoff= 3.217(CFS) for 0.910(Ac.) Total runoff= 3.292(CFS) Total area a 0.920(Ac.) Street flow at end of street= 3.292(CFS) Half street flow at end of street= 3.292(CFS) /Depth of flow• 0.310(Ft.), Average velocity= 2.685(Ft/s) Flow width (from curb towards crown)= 10.747(Ft.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 503.000 to Point/Station 503.000 **** SUBAREA FLOW ADDITION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil [INDUSTRIAL area type group group group group A = B • C = D = 0.000 0.000 0.000 1.000 Time of concentration= 15.78 min. Rainfall intensity= 3.767(In/Hr) for a 100.0 Effective runoff coefficient used for total area (Q=KCIA) is C • 0.950 CA= 1.102 Subarea runoff• 0.859(CFS) for 0.240(Ac.) Total runoff= 4.lSl(CFS) Total area• year storm 1.160 (Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 503.000 to Point/Station 504.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation= 358.00(Ft.) Downstream point/station elevation• 357.67(Ft.) Pipe length ~ 5.00(Ft.) Manning's N = 0.013 No. of pipes• 1 Required pipe flow • 4.15l(CFS) • Given pipe size= 18.00(In.) Calculated individual pipe flow = 4.15l(CFS) Normal flow depth in pipe= 4.77(In.) Flow top width inside pipe= 15.89(In.) critical Depth= 9.37(In.) Pipe flow velocity= ll.06(Ft/s) Travel time through pipe= 0.01 min. Time of concentration (TC) = 15.79 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 503.000 to Point/Station 504.000 **** CONFLUENCE OF MAIN STREAMS**** The following data inside Main Stream is listed : In Main Stream number: 1 Stream flow area• l.160(Ac.) Runoff from this stream• 4.15l(CFS) Time of concentration= 15.79 min. Rainfall intensity• 3.766(In/Hr) Program is now starting with Main Stream No. 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 505.000 to Point/Station 506.000 **** INITIAL AREA EVALUATION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil group g-roup group group A .. B = C = 0.000 0.000 0.000 D = 1. 000 [ INDUSTRIAL area type ] Initial subarea flow distance = 530.00(Ft.) Highest elevation• 381.00(Ft.) Lowest elevation • 368.00(Ft.) Elevation difference• 13.00(Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) • 4 .61 min. TC• [l.8*(1.1-C)*distanceA.5)/(t slopeA(l/3)] TC• [l.8*(1.1-0,9500)*(530.00A.5)/( 2.45A(l/3)]- Setting time of concentration to 5 minutes Rainfall intensity (I) • 7.904 for a 100.0 year Effective runoff coefficient used for area (Q=KCIA) Subarea runoff= 34.39l(CFS) Total initial stream area= 4. 580 (Ac.) 4.61 storm is C =-0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 506.000 to Point/Station 507.000 **** PIPBFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation• 359.0S(Ft.) Downstream point/station elevation• 358.37(Ft.) Pipe length • 62.S0(Ft.) Manning's N • 0.013 No. of pipes• 1 Required pipe flow = 34.39l(CFS) Given pipe si~e • 30.00(In.) Calculated individual pipe flow = 34;391(CFS) Normal flow depth in pipe~ 20.37(In.) Flow top width inside pipe= 28.0l(In.) Critical Depth= 23.93(In.) Pipe flow velocity• 9.69(Ft/s) Travel time through pipe= Time of concentration (TC) = 0.11 min. 5 .11 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 507.000 to Point/Station 504.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation= 357.37(Ft.) Downstream point/station elevation= 356.00(Ft.) Pipe length = 167.00(Ft.) Manning's N • 0.013 No. of pipes= 1 Required pipe flow = 34.39l(CFS) Given pipe size= 42.00(In.) Calculated individual pipe flow = 34.391(CFS} Normal flow depth in pipe= 17.BB(In.) Flow top width inside pipe= 41.53(In.) Critical Depth= 21.82(In.) Pipe flow velocity= 8.Bl(Ft/s) Travel time through pipe= 0.32 min. Time of concentration (TC) • 5.42 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 507.000 to Point/Station 504.000 **** CONFLUENCE OF MAIN STREAMS**** The following data inside Main Stream is listed: In Main Stream number: 2 Stream flow area• 4.5B0(Ac.} Runoff from this stream= 34.39l(CFS) Time of concentration= 5.42 min. Rainfall intensity• 7.500(In/Hr) Program is now starting with Main Stream No. 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 508.000 to Point/Station 509.000 **** INITIAL AREA EVALUATION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil group group group group A = B = C "" D = 0.000 0.000 0.000 1.000 [ INDUSTRIAL area type ] Initial subarea flow distance = 420.00(Ft.) Highest elevation• 378.00(Ft.) Lowest elevation• 368.00(Ft.) Elevation difference• 10.00(Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) -. 4.14 min. TC= [l.B*(l.l-C)*distance .... 5)/(1 slope"(l/3)] TC• [l.8*(1.1-0.9500)*(420.00A.5)/( 2.38A(l/3)]- Setting time of concentration to 5 minutes Rainfall intensity (I) • 7.904 for a 100.0 year Effective runoff coefficient used for area (QsKCIA} Subarea runoff• 22.527(CFS} Total initial stream area• 3. 000 (Ac.) 4 .14 storm is C = 0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 509.000 to Point/Station 510.000 • **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevations 359.l0(Ft.) Downstream point/station elevation= 358.78(Ft.) Pipe length = 18.00(Ft.) Manning's N = 0.013 No. of pipes• 1 Required pipe flow = 22.527(CFS) Given pipe size• 24.00(In.) Calculated individual pipe flow = 22.527(CFS) Normal flow depth in pipe= 15.47(In.) Flow top width inside pipe= 22.98(In.) Critical Depth= 20.3l(In.) Pipe flow velocity= 10.53(Ft/s) Travel time through pipe= 0.03 min. Time of concentration (TC) = 5.03 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 509.000 to Point/Station 510.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Stream number: 3 in normal stream number 1 stream flow area• 3.000(Ac.) Runoff from this stream• 22.527(CFS) Time of concentration= 5.03 min. Rainfall intensity• 7.875(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 511.000 to Point/Station 512.000 **** INITIAL AREA EVALUATION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil [INDUSTRIAL area type group group group group A = B • C = D = Initial eubarea flow distance = Highest elevation• 373.30(Ft.) Lowest elevation• 372.J0(Ft.) 0.000 0.000 0.000 1.000 ] 50.00(Ft.) Elevation difference• 1.oo(Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) = 1.52 min. TC~ [1.8*(1.1-C)*dietanceA.5)/(l elopeA(l/3)] TC a [l.8*(1.1-0.9500)*( so.ooA.5)/( 2.00A(l/3))= Setting time of concentration to 5 minutes Rainfall intensity (I) • 7.904 for a 100.0 year Effective runoff coefficient used for area (Q•KCIA) Subarea runoff• 0.07S(CFS) Total initial stream area• 0.0l0(Ac.) 1.52 storm is C z 0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 512.000 to Point/Station 510.000 **** STREET FLOW TRAVEL TIME+ SUBAREA FLOW ADDITION**** Top of street segment elevation= 372.J00(Ft.) End of street segment elevations 367.000(Ft.) Length of street segment • 615.000(Ft.) Height of curb above gutter flowline z 6.0(In.) Width of half street (curb to crown) • 32.000(Ft.) Distance from crown to crossfall grade break • 30.S00{Ft.) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [l] side(s) of the street Distance from curb to property line = 10.000(Ft.) Slope from curb to property line (v/hz} = 0.020 Gutter width= l.500(Ft.) Gutter hike from flowline = l.500(In.) Manning's Nin gutter= 0.0150 Manning's N from gutter to grade break= 0.0150 Manning's N from grade break to crown= 0.0150 Estimated mean flow rate at midpoint of str~et = 0.093(CFS) Depth of flow= O.lll(Ft.), Average velocity= l.266(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width= 1.500(Ft.} Flow velocity= l.27{Ft/s) Travel time= 8.10 min. TC= 13.10 min. Adding area flow to street Decimal fraction soil group A= 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 {INDUSTRIAL area type 1 Rainfall intensity• 4.247(In/Hr) for a 100.0 year storm Effective runoff coefficient used for total area {QaKCIA) is C = 0.950 CA= 0.475 Subarea runoff= l.942(CFS) for 0.490(Ac.) Total runoff= 2.017(CFS) Total area m O.SOO(Ac.) Street flow at end of street= 2.017(CFS) Half street flow at end of street= 2.017(CFS) Depth of flow• 0.289(Ft.), Average velocity= l.997(Ft/s) Flow width (tram curb towards crown)= 9.690(Ft.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 510.000 to Point/Station 510.000 **** SUBAREA FLOW ADDITION**** Decimal fraction soil group A= Decimal fraction soil group B • Decimal fraction soil group c = Decimal fraction soil group D = [INDUSTRIAL area type 0.000 0.000 0.000 1.000 Time of concentration= 13.10 min. Rainfall intensity~ 4.247(In/Hr) for a 100.0 Effective runoff coefficient used for total area (Q=KCIA) is C = 0.950 CA= 0.789 Subarea runoff= l.33l(CFS) for 0.330(Ac.) Total runoff a 3.349(CFS) Total area= year storm 0.830(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 510.000 to Point/Station 510.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Stream number: 3 in normal stream number 2 Stream flow area= 0.830(Ac.) Runoff from this stream= 3.349(CFS) Time of concentration• 13.10 min. Rainfall intensity= 4.247(In/Hr) Summary of stream data: • Stream No. Flow rate (CFS) TC (min) Rainfall Intensity (In/Hr) 1 22.527 5.03 7.875 2 3.349 13.10 4.247 Qmax(l) -1.000 * 1. 000 * 22.527) + 1.000 * 0.384 * 3. 349) + = 23.812 Qmax(2) = 0.539 * 1. 000 * 22.527) + 1.000 * 1. 000 * 3.349) + .. 15.497 Total of 2 streams to confluence: Flow rates before confluence point: 22.527 3.349 Maximum flow rates at confluence using above data: 23.812 15.497 Area of streams before confluence: 3.000 0.830 Results of confluence: Total flow rate.. 23.812(CFS) Time of concentration• 5.028 min. Effective stream area after confluence• 3.830(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 510.000 to Point/Station 504.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation= 358.45(Ft.) Downstream point/station elevation• 357.17(Ft.) Pipe length • 43.00(Ft.) Manning's N = 0.013 No. of pipes• 1 Required pipe flow • 23.812(CFS) Given pipe size• 24.00(In.) Calculated individual pipe flow = 23.812(CFS) Normal flow depth in pipe= 13.55(In.) Flow top width inside pipe= 23.BO(In.) Critical Depth c 20.76(In.) Pipe flow velocity• 13,04(Ft/s) Travel time through pipe= 0.05 min. Time of concentration (TC) = 5.08 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 510.000 to Point/Station 504.000 **** CONFLUENCE OF MAIN STREAMS**** The following data inside Main Stream is listed: In Main Stream number: 3 Stream flow area• 3.830(Ac.) Runoff from this stream= 23.812(CFS) Time of concentration• 5.08 min. Rainfall intensity• 7.820(In/Hr) Summary of stream data: Stream No . 1 Flow rate , (CFS) 4.151 TC (min) 15.79 Rainfall Intensity (In/Hr) 3.766 (. • • 2 34.391 5.42 7.500 3 23. 812 5.08 7.820 Qmax(l) = 1. 000 * 1. 000 * 4 .151) + 0.502 * 1.000 * 34. 391) + 0.482 * 1. 000 * 23.812) + = 32.883 Qmax(2) a 1. 000 * 0.344 * 4 .151) + 1. 000 * 1. 000 * 34. 391) + 0.959 * 1. 000 * 23.812) + = 58.656 Qmax(3) = 1. 000 * 0.322 * 4 .151) + 1. 000 * 0.937 * 34.391) + 1. 000 * 1.000 * 23.812) + = 57.384 Total of 3 main streams to confluence: Flow rates before confluence point: 4.151 34.391 23.812 Maximum flow rates at confluence using above data: 32.883 58.656 57.384 Area of streams before confluence: 1.160 4.580 3.830 Results of confluence: Total flow rate z 57.384(CFS) Time of concentration • 5.083 min. Effective stream area after confluence s 9.570(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 504.000 to Point/Station 513.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station e l evati on= 355.67(Ft.) Downstream point/station elevation = 353.37(Ft.) Pipe length • 296.00(Ft.) Manning's N • 0.013 No. of pipes• 1 Required pipe flow = 57.384(CFS) Given pipe size c 42.00(In.) Calculated individual pipe flow • 57.384{CFS) Normal flow depth in pipe= 24.61(In.) Flow top width inside pipe= 41.37(In.) Critical Depth • 28.45(In.) Pi pe flow ve locity• 9.Sl(Ft/s) Tr av el t ime through pipe• 0.50 min. Time of concentration (TC) = 5.59 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 513.ooe to Point/Station 514.000 **** PIPEFLOW TRAVEL TIMB (User specified size) **** Upstream point/station elevation • 352.87(Ft.) Downstream point/station elevation c 351.90(Ft.) Pipe length • 99.40(Ft.) Manning's N = 0.013 No. of pipes• 1 Required pipe flow = S7.384(CFS} Given pipe size= 48.00(In.) Calculated individual pipe flow = 57.384(CFS) Normal flow depth in pipe= 21.23(In.) Flow top width inside pipe= 47.68(In.) Critical Depth~ 27.34(In.) Pipe flow velocity~ 10.69(Ft/s) Travel time through pipe a 0.15 min. Time of concentration (TC) = 5.74 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 513.000 to Point/Station 514.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Stream number: 1 in normal stream number 1 Stream flow area= 9.570(Ac.) Runoff from this stream= 57.384(CFS) Time of concentration= 5.74 min. Rainfall intensity= 7.230(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 515.000 to Point/Station 516.000 **** INITIAL AREA EVALUATION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil group group group group A = B = C = D = 0.000 0.000 0.000 1.000 [INDUSTRIAL area type ] Initial subarea flow distance = 575.00(Ft.) Highest elevation• 383.00(Ft.) Lowest elevation• 368.00(Ft.) Elevation difference• is.oo(Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) • 4.70 min. TC a [l.B*(l.l-C)*distanceA.5)/(1 slopeA(l/3)) TC• [l.8*(1.1-0.9500)*(575.00A.S)/( 2.61A(l/3)]- Setting time of concentration to 5 minutes Rainfall intensity (I) • 7.904 for a 100.0 year Effective runoff coefficient used for area (Q=KCIA) Subarea runoff• 41.750(CFS) Total initial stream area~ 5.560(Ac.) 4.70 storm is C = 0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 516.000 to Point/Station 514.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation a 358.57(Ft.) Downstream point/station elevation c 353.57(Ft.) Pipe length '"' 67.50(Ft.) Manning's N = 0.013 No. of pipes• 1 Required pipe flow = 41.750(CFS) Given pipe size• 24.00(In.) Calculated individual pipe flow • 41.750(CFS) Normal flow depth in pipe• 14.48(In.) Flow top width inside pipe= 23.48(In.) Critical depth could not be calculated. Pipe flow velocity m 21.06(Ft/s) Travel time through pipe• o.os min. Time of concentration (TC} = 5.05 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 516.000 to Point/Station 514.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Stream number: 1 in normal stream number 2 Stream flow area• 5.560(Ac.) Runoff from this stream• 41.7SO(CFS) Time of concentration= 5.05 min. Rainfall intensity.. 7.850(In/Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 57.384 5.74 7.230 2 41.750 5.05 7.850 Qmax(l) = 1.000 * 1. 000 * 57.384) + 0. 921 • 1. 000 * 41. 750) + = 95.834 Qmax(2) = 1. 000 * 0.880 * 57.384) + 1.000 • 1. 000 * 41. 750) + :s: 92.257 Total of 2 streams to confluence: Flow rates before confluence point: 57.384 41.750 Maximum flow rates at confluence using above data: 95.834 92.257 Area of streams before confluence: 9.570 5.560 Results of confluence: Total flow rate 3 95.834(CFS) Time of concentration= 5.742 min. Effective stream area after confluence= 15 .130 (Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 514.000 to Point/Station 517.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation= 351.40(Ft.) Downstream point/station elevation= 341.83(Ft.) Pipe length •-137.27(Ft.) Manning's N • 0.013 No. of pipes s 1 Required pipe flow = 95.834(CFS) Given pipe size= 54.00(In.) Calculated individual pipe flow • 95.834(CFS) Normal flow depth in pipe z 15.7l(In.) Flow top width inside pipe= 49.06(In.) Critical Depth• 34.47(In.) Pipe flow velocity• 24.92(Ft/s) Travel time through pipe c 0.09 min. Time of concentration (TC) = 5.83 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 514.000 to Point/Station 517.000 **** CONFLUENCE OF MAIN STREAMS**** The following data inside Main Stream is listed: In Main Stream number: 1 Stream flow area= 15.130(Ac.) Runoff from this stream= 95.834(CFS) Time of concentration• 5.83 min. • Rainfall intensity c 7.l56(In/Hr) Program is now starting with Main Stream No. 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 518.000 to Point/Station 519.000 **** INITIAL AREA EVALUATION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil group group group group A a B = C • D = 0.000 0.000 0.000 l. 000 [ INDUSTRIAL area type ] Initial subarea flow distance = 600.00(Ft.) Highest elevation= 384.00(Ft.) Lowest elevation a 370.00(Ft.) Elevation difference= 14.00(Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) = 4.99 min. TC= [l.8*(1.l-C)*distance•.s)/(1 slope4 (l/3)] TC= [l.B*(l.1-0.9500)*(600.004 ,5)/( 2.33A(l/3)]= Setting time of concentration to 5 minutes Rainfall intensity (I) • 7.904 for a 100.0 year Effective runoff coefficient used for area (Q=KCIA) Subarea runoff= 48.35B(CFS) Total initial stream area= 6. 440 (Ac.) 4.99 storm is C = 0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 519.000 to Point/Station 520.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation• 355.83(Ft.) Downstream point/station elevation• 355.23(Ft.) Pipe length • 15.75(Ft.) Manning's N • 0.013 No. of pipes• 1 Required pipe flow • 4B.358(CFS) Given pipe size= 30.00(In.) Calculated individual pipe flow a 48.35B(CFS) Normal flow depth in pipes 16.83(In.) Flow top width inside pipe• 29.78(In.) Critical Depth• 27.33(In.) Pipe flow velocity= 17.0B(Ft/s) Travel time through pipe= 0.02 min. Time of concentration (TC) • 5.02 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 519.000 to Point/Station 520.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Stream number: 2 in normal stream number l Stream flow area a 6.440(Ac.) Runoff from this stream a 48.358(CFS) Time of concentration= 5.02 min. Rainfall intensity= 7.889(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 521.000 to Point/Station 522.000 **** INITIAL AREA EVALUATION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil group group group group A= B = C = 0.000 0.000 0.000 D = 1. 000 [INDUSTRIAL area type 1 Initial subarea flow distance = 110.00(Ft.) Highest elevation • 373. 80 (Ft.). Lowest elevation= 372.90(Ft.) Elevation difference= 0.90(Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) = 3.03 min. TC= [l.8*(1.1-C)*distanceA.S)/(% slopeA(l/3)] TC= [l.8*(1.1-0.9500)*(110.00A.5)/( 0.82A(l/3)]= Setting time of concentration to 5 minutes Rainfall intensity (I) = 7.904 for a 100.0 year Effective runoff coefficient used for area (Q=KCIA) Subarea runoff= 0.075(CFS) Total initial stream area= O.OlO(Ac.) 3.03 storm is C = 0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 522.000 to Point/Station 520.000 **** STREET FLOW TRAVEL TIME+ SUBAREA FLOW ADDITION**** Top of street segment elevation= 372.900(Ft.) End of street segment elevation= 367.000(Ft.) · Length of street segment • 280.000(Ft.) Height of curb above gutter flowline a 6.0(In.) Width of half street (curb to crown) z 32.000(Ft.) Distance from crown to crossfall grade break • 30.500(Ft.) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [l] side(s) of the street Distance from curb to property line a 10.000(Ft.) Slope from curb to property line (v/hz) = 0.020 Gutter width• l.500(Ft.) Gutter hike from flowline • l.500(In.) Manning's Nin gutter= 0.0150 Manning's N from gutter to grade break= 0.0150 Manning's N from grade break to crown • 0.0150 Estimated mean flow rate at midpoint of street= 0.09l(CFS) Depth of flow= 0.093(Ft.), Average velocity • l.757(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width • l.500(Ft.) Flow velocity • l.76(Ft/s) Travel time= 2.66 min. TC= 7.66 min. Adding area flow to street Decimal fraction soil group A= 0.000 Decimal fraction soil group B • 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D • 1.000 [INDUSTRIAL area type Rainfall intensity• 6.005(In/Hr) for a 100.0 year storm Effective runoff coefficient used for total area (Q•KCIA) is C • 0.950 CA • 0.409 Subarea runoff• 2.378(CFS) for 0.420(Ac.) Total runoff= 2.453(CFS) Total area• 0.430(Ac.) Street flow at end of street • 2.453(CFS) Half street flow at end of street= 2.453(CFS) Depth of flow= 0.270(Ft.), Average velocity • 2.942(Ft/s) Flow width (from curb towards crown)= 8.732(Ft.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 522.000 to Point/Station 520.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Str~am number: 2 in normal stream number 2 Stream flow area= 0.430(Ac.) Runoff from this streams 2.453(CFS) Time of concentration= 7.66 min. Rainfall intensity= 6.005(In/Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 48.358 5.02 7.889 2 2.453 7.66 6.005 Qmax(l) = 1.000 * 1. 000 * 48.358) + 1.000 * 0.655 * 2.453) + ;: 49.965 Qma.x (2) .. 0.761 * 1.000 * 48.358) + 1.000 * 1.000 * 2.453) + = 39.265 Total of 2 streams to confluence: Flow rates before confluence point: 48.358 2.453 Maximum flow rates at confluence using above data: 49.965 39.265 Area of streams before confluence: 6.440 0.430 Results of confluence: Total flow rate• 49.965(CFS) Time of concentration= 5.015 min. Effective stream area after confluence= 6. 870 (Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 520.000 to Point/Station 520.000 **** SUBAREA FLOW ADDITION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil [INDUSTRIAL area type group group group group A .. B = C = D = 0.000 0.000 0.000 1.000 Time of concentration• 5.02 min. Rainfall intensity• 7.889(In/Hr) for a 100.0 Effective runoff coefficient used for total area (Q•KCIA) is C • 0.950 CA • 6.755 Subarea runoff • 3.318(CFS) for 0. 240 (Ac.) Total runoff• 53.283(CFS) Total area• year storm 7 .110 (Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 520.000 to Point/Station 523.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation• 354. 90 (Ft.) • Downstream point/station elevation= 352.63(Ft.) Pipe length = 52.SO(Ft.) Manning's N = 0.013 No. of pipes= 1 Required pipe flow = 53.283(CFS) Given pipe size= 30.00(In.) Calculated individual pipe flow = 53.283(CFS) Normal flow depth in pipe= 17.18(In.) Flow top width inside pipe= 29.68(In.) Critical Depth= 28.0S(In.) Pipe flow velocity• 18.33(Ft/s) Travel time through pipe= 0.05 min. Time of concentration (TC) = 5.06 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 520.000 to Point/Station 523.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Stream number: 2 in normal stream number 1 Stream flow area= 7.llO(Ac.) Runoff from this stream= 53.283(CFS) Time of concentration= 5.06 min. Rainfall intensity= 7.841(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 521.000 to Point/Station 524.000 **** INITIAL AREA EVALUATION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil [INDUSTRIAL area type group group group group A= 0.000 B = 0.000 C = 0.000 D = 1.000 Initial subarea flow distance = Highest elevation= 373.SO(Ft.) Lowest elevation~ 371.40(Ft.) Elevation difference= 2.40(Ft.) 1 80. 00 (Ft.) Time of concentration calculated by the urban areas overland flow method (App X-C) • 1.67 min. TC• [l.8*(1.1-C)*distanceA.S)/(% slopeA(l/3)) TC= [1.8*(1.1-0.9500)*( 80.00A.5)/( 3.00A(l/3))= Setting time of concentration to 5 minutes Rainfall intensity (I) = 7.904 for a 100.0 year Effective runoff coefficient used for area (Q•KCIA) Subarea runoff• 0.075(CFS) Total initial stream area= O.OlO(Ac.) 1.67 storm is C = 0.950 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 524. ooo to Point/Station 5.23. ooo **** STREET FLOW TRAVEL TIME+ SUBAREA FLOW ADDITION**** Top of street segment elevation= 371.400(Ft.) End of street segment elevation= 367.000(Ft.) Length of street segment = 320.000(Ft.) Height of curb above gutter flowline • 6.0(In.) Width of half street (curb to crown) s 32.000(Ft.) Distance from crown to crossfall grade break • 30.SOO(Ft.) Slope from gutter to grade break (v/hz) • 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [l] side(s) of the street ( -• Distance from curb to property line = 10.000(Ft.) Slope from curb to property line (v/hz) z 0.020 Gutter width • l.500(Ft.) Gutter hike from flowline = l.500(In.) Manning's Nin gutter= 0.0150 Manning's N from gutter to grade break= 0.0150 Manning's N from grade break to crowns 0.0150 Estimated mean flow rate at midpoint of street z 0.086(CFS) Depth of flow z 0.099(Ft.), Average velocity= l.477(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width= l.500(Ft.) Flow velocity= l.48(Ft/s) Travel time • 3.61 min. TC= 8.61 min. Adding area flow to street Decimal fraction soil group A= 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 [INDUSTRIAL area type J Rainfall intensity= 5.566(In/Hr) for a 100.0 year storm Effective runoff coefficient used for total area (O•KCIA) is C = 0.950 CA= 0.285 Subarea runoff• l.5ll(CFS) for 0.290(Ac.) Total runoff= l.586(CFS) Total area= 0.300(Ac.) Street flow at end of street= l.586(CFS) Half street flow at end of street= l.586(CFS) Depth of flow= 0.254(Ft.), Average velocity • 2.257(Ft/s) Flow width (from curb towards crown)• 7.948(Ft.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 524.000 to Point/Station 523.000 **** CONFLUENCE OF MINOR STREAMS**** Along Main Stream number: 2 in normal stream number 2 Stream flow area • 0.300(Ac.) Runoff from this stream• l.586(CFS) Time of concentration= 8.61 min. Rainfall intensity= S.566(In/Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 53.283 5.06 7.841 2 1.586 8.61 5.566 Qmax(l) -1.000 * 1.000 * 53.283) + 1.000 * 0.588 * 1.586) + -54.216 Qmax(2) a 0.710 * 1.000 * 53.283) + 1.000 * 1.000 * 1.586) + -39.414 Total of 2 streams to confluence: Flow rates before confluence point: 53.283 1.586 Maximum flow rates at confluence using above data: 54.216 39.414 Area of streams before confluence: 7.110 0.300 • Results of confluence: Total flow rate= 54.216(CFS) Time of concentration= 5.063 min. Effective stream area after confluence= 7. 410 (Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process ·from Point/Station 523.000 to Point/Station 523.000 **** SUBAREA FLOW ADDITION**** Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil [ INDUSTRIAL area type group group group group A= 0.000 B = 0.000 C = 0.000 D = 1.000 Time of concentration= 5.06 min. Rainfall intensity= 7.84l(In/Hr) for a 100.0 Effective runoff coefficient used for total area (O=KCIA) is C = 0.950 CA= 7.258 Subarea runoff= 2.69l(CFS) for 0.230(Ac.) Total runoff m 56.907(CFS) Total area• year storm 7. 640 (Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 523.000 to Point/Station 517.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation• 352.50(Ft.) Downstream point/station elevation= 343.50(Ft.) Pipe length s 15.74(Ft.} Manning's N = 0.013 No. of pipes~ 1 Required pipe flow = 56.907(CFS) Given pipe size• 30.00(In.) Calculated individual pipe flow s 56.907(CFS) Normal flow depth in pipe• 8.7l(In.) Flow top width inside pipe= 27.23(In.) Critical Depth a 28.43(In.) Pipe flow velocity z 48.15(Ft/s) Travel time through pipe= 0.01 min. Time of concentration (TC) = 5.07 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 523.000 to Point/Station 517.000 **** CONFLUENCE OF MAIN STREAMS**** The following data inside Main Stream is listed: In Main Stream number: 2 Stream flow area• 7.640(Ac.) Runoff from this stream• 56.907(CFS) Time of concentration= 5.07 min. Rainfall intensity • 7.835(In/Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 95.834 5.83 7.156 2 56.907 5.07 7.835 Qmax (1) -1. 000 * 1.000 * 95,834) + • Qmax(2) - 0.913 * 1.000 * 1. 000 * 1. 000 * 0.869 * 1. 000 * 56.907) + = 95.834) + 56.907) + = Total of 2 main streams to confluence: Flow rates before confluence point: 95.834 56.907 147. 809 140.176 Maximum flow rates at confluence using above data: 147.809 140.176 Area of streams before confluence: 15.130 7.640 Results of confluence: Total flow rate• 147.809(CFS) Time of concentration E 5.833 min. Effective stream area after confluence ~ 22. 770 (Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 517.000 to Point/Station 525.000 **** PIPEFLOW TRAVEL TIMB (User specified size) **** Upstream point/station elevations 341.SO(Ft.) Downstream point/station elevation • 333.83(Ft.) Pipe length = 50.60(Ft.) Manning's N • 0.013 No. of pipes• 1 Required pipe flow = l47.809(CFS) Given pipe size• 54.00(In.) Calculated individual pipe flow = 147.809(CFS) Normal flow depth in pi pe= 16.0B (In.) Plow top wi dth inside pipe • 4 9. 3 8 (In . ) Critical Depth • 42.82(In.) Pipe f l ow velocity• 37.2l(Ft/s) Travel time through pi pe s 0.02 min. Time of concentration (TC) ~ 5 .86 min. End of computations, total study area= 22.77 (Ac.) A .,,, ✓- -I "'" _,,"/.... ()" -..:·---\' ) ~/ , . ,r / ---... I • ..,, '. ~ r' . -·· -. / j / / ~L/m• .... \c;~ ,-·-,~-;·~ . ( i\ -~ /·;/~~,,~/ (,.(· .. (· ·t I fi} {.,,,..---•-......J( --\ ~ :,•=,. \' J • . • ,, ( I / ------/'-=--[3 -~-( ',,_ . ', ~ ------. . ~,\\\ ,J,, . ·, OLOGY SH££T 1 ( .M21I!J All EXIST. POl/fR !'afS lffTHIN flR~/NC AID TO 8£ REAIOvED JjQffjJ BECTRONIC OA T,,4 RIES ARE FOR REFERENCE ON/. Y ANO ARE NOT TO 8£ IISED FOK HORIZONTAL OR 'OllCAl SI/RITT CONTROL © 2004 O'Doy Consultants, Inc. C~/??~TS 2710 l.ak•r AYCIIUO West 01 [i,,1Ji-,..ring Suilt 100 Planning C11rb1bad, C11~rornia 51200B PfOCKl>t 780-031-7'100 Survo;,ing Fmc: 750-9.ll-lllif!O , ..... w.t>daytonsullcintscom DESIGNED BY: .A.I:...__ DATE: ~til!l!l1 DRAWN BY: T.fl SCALE, ~ PROJECT ~GR.:.....M&.__ JOO NO.~ ENGINEER OF' WORI(: OAT~ llllOIHY 0. CAA!IOtl. JI. RCEI 55381 "AS-BUILT " P.E. EXP REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD STREET SVRlfl' MONUMENT LOCATION: APPROX 1400 FcET SO/JTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONlROl DATA R-1800 J08+ 76 ELEVATION: 291.25 1,1.S.L DATUM: NGVI] 1929 fSHill1 CIT OF CARI.SHAD ISH,~S , t::::!::::!:::::::::::::::::::::::::t:::t:::t:::j::=.i-1 L_j ENGINEERING OEPARIMENJ "# DAI( INiTIAL OA1t lhlTIAl DAtt mw. EtlCINEER or WORI( REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ PW($ FrJ/1: CARlSB.40 RACEWAY er !M--IO LLOYD e. HLl3BS ---1 CITY ENGINEER OAT~ PROJECT NO. I DRAWING 110. C.T. 98-10 _ -'09-IA \ ' CONS U 0flT S 27101..,_,liwfllLNl'#ollll CMI~111'1n1 SJ!la 100 Plonrollg Ccl'f&llad, caro,1110 o:zroa ~•,.. 780-U1-7700 ~ F,;:i.o: 790-931-8880 ,..,._od~l1,CDm qg '?' ;;, 5C.11£;1'•40' SEWER DATA """'"" om:: DEl..TA/BfARING RADIUS l.£NG1H REMARKS I Ii 72·.s'sJ' r IU.00 :t J:,. = 11·1.2-m 51U.00 ,.,, J JI wso'S,. r DIS.SJ ~ /l r 06"J6M 670.00 71.l!I RADIUS l.£NG1H 65/.IJO 10 PYC ~7 c-lCO. . . . . . . .JD flCI'..,, l»t>-D' ~•Jta'•ISJ0-11 • u 54 P.t1' ... IJ$/J-D • 14 /JU • ISSIJ-D 1or ROif • 51•JICJI ... 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LOCA]'TON: STANlMIID S11/EU SVl/f£Y l,IONUli/ENT APPROX. 1400 Fl'ET SOI/TH OF PALOl,fA/f AIRPORT ROAO ON CENIEJ?JJN( OF El. CAAi/NO REAi. ' RECORD FROM: NORTH CCIINTY ~1/CAL CONTRa. DATA R-1800 J08+711 El.£VAOON: 297.25 M.S.l. D.ll'JM: NGVO 1929 CAHlSBAO HACllYAY l/ONSHEAD AVENUE ® D.S. 1,10...i-_...._ .... ,..., .. Carl~!:>ad, Car.famia g2001 71Ml-lil31-7700 Fa,:; 7II0-931-l!IMO """•odllJCcn~ultan!Lcam i;;,.,J~■rin111 ~ Surveyln9 PLAN -l/ONSHEAO AVENIJE DESIGNED BY: ..ll&AIL... DATE", SlPIBIBEA lOOf DRAWN BY, 1'. G. G II, SCALE, ~ PRDJE<:r MGR.:....L!M:.__ JOB NO.~ SCALE: I" -40" "AS-BUILT " ---::;:::: Cd ,/4.,/4) DATE /Q'iF( / 0 T[ I BENCHMARK: DESCRIPTION: LDqATION: STANOARO S111£U SVR~Y 1,/0/Vlll,/ENT APPROX: /"10 FEET SOIJlH OF PALOl,/AH AIRPORT ROAO ON. CENTERIJNE OF El. CAMINO /IEAL RECORD FROM: NORlH COUNTY IERTICA1 CON7110l. OATA R-1800 308+76 EL£VATION: 297.25 1,/.S.L DATUM: NGl,fJ 1929 20' 5CAI£: 1" a 40" SEWER DATA <:Nit: DELTA/BEARING RADIUS LENGTH REMARKS I A : 11'52'00" 670.00 IS!1..f$• 10• PW: Sl1fU fC-JOOI 1 N 60'J/>.S J' --97./N" . . J N 80-Jl"SJ' r --295./JO . . , Nl!ll"Jl"5J"r --IOJO . . STORM DRAIN DATA 1/11 00 DELTA/BEARING RADIUS LENGTH REMARKS I ~(ll"$8tr.f~ 551,00" n.~· '8" Kl' -/.J!IH) 2 b: 69"»# 651.00 111441 42 liCI' • /J50-0 J NlltJ"Jl'SJ"r --l8T~ . . , Nil/1'.JI~, --lll.00 . . s N~'28'fJr£ --(75 /IT «P..,.. JJj()-D• 6 N·fJ978aF l --ll.13 z1• RCP -I.JjQ-D .. 7 N Q9":M07 ( ---OH.75 . . II NIJ9"18/ll f ---JO KP • /JSo-D" 'IY,{TlJl-716HT JOINTS SEE SIEll No. 5 FrYi SllflFACE IIIP/IOmlENT PtANS SEE9/£UNo. J/.tJ2 Fa?~.tSTHIPfl/Gf'tANS C4/JlJON !I CONTT?ACTrR TO l6i¥Y THE £)(ACT lOCA lKII fF EJUSTTN(; /J"/!l11/£S IN TIE fElJ) l'frlCR ro CONSTRIJC"tN .lJflJEfJ EIECTRCWIC DATA F//.£S ARE FCW NEFE1IENC£ OM. Y ANO ARE NOT TO 8£ 1/SED HR HORJZONTAI. cw •smCAL stm'EY ccwTRa. ~1 CITY OF CARLSBAD IISHU ISI t---1---t-----------------+---+---+---+----<Ll!J. ENGINEERING DEPARTMENT . J,I 1---1---+----------------+---l---+---+----I 1---+----1---------------i>----+---+------,>--___, S£ltlll !'WIS,. FtllllJt: STrJfill IJlllll Pl.ANS FrJll: CARLSBAD RACEWAY UONSHEAO AVENUE C.T. 911-10 !~ROVEil -'!;. ~ . . UD!D B. ~ / ~1 ~====~~===~~:=============================:=====~===~~====:===~ ~ F~,R(,; 12-ll--OII ~ OAT!" Hn,J.. ~OF~ REVISION DESCRIPTION DATE DfflW. CAT[ INl11AL OWN Y: ---1 PROJECT NO. I DRAWING NO, f-"™=,.::-,,,....i..::?ROV=AL=-+-"c,"'TY=-Al'f'---'-'R"'rn"'.._~ = :t~::::: . C.T. 98-10 . 409-f ,._ r ~ -~ ( PL\D JNDIX IIOO sc.w, IN PDT mmNA~ DlWN9 UNDO 12• 15" TO u• SO"T048' .AIKJY1!'8" Dl'l'CII ----PROPOSID SfORll DIUIII OR -----DJWIW:1! FJ.CIUTY C::::::, UU. RESIIVOIR, OR POND ---RIVZROR81:UAII Basin A 11t1111J. Vllrl'J. 11''1DSIIIID B a sin B "00" BEDIOHDJ. nTl!RSIIID Bas in C IINCIIWI CRD1: ll'J.Tl!RSIIID Basin D BJ.'IIQtmOS ll'J.111119Dll ==·=~~.-, ll'ilDSIIED DmDJ: BM 1'~~~~ D&SIOIIATOR PoU<nllDc lotla-(■) ■re tbl J'J.CIUff DJ:SIOIIATOR PROPOSID PIMOIID LOCAL ---DIWIUGII (PU>) ilE.\ BOUNDAIIT IINBAXCKD MJ.TlllW. CIWIRL PIIOPOSKD llKIWtCSll lfJ.nnlAL CIWlllllL -• K&IOB CIIIUPUl1f atfflllO DftlllfflOII 8'SIII PIIOPOSD Sll:DIIIIIIITJ.TION IIA8llf 0 Dl9TIIIG Sll:DIIIINT.l'IION IWIIJf ___ Clff or CAlWIIWI BOUNIWIY PLATEC-4 MASTER PLAN OF DRAINAGE FACILITIES ctTY OF CARLSBAD BROll'N AND CALDll'ELL MJlf l>mGO, CAl,DOIINU APPENDIXB HYDROLOGY CALCULATIONS EXISTING CONDITION X100.RES **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 2003,1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRADA, CA 90638 714-521-4811 ************************** DESCRIPTION OF STUDY************************** * JOB #3911 -LIONSHEAD AVENUE INDUSTRIAL BUILDING, CARLSBAD * * 100 -YEAR * * NODES 100-102 * ************************************************************************** FILE NAME: W:\3911\X100.DAT TIME/DATE OF STUDY: 15:07 07/07/2021 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION : 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES)= 3.000 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE 0.95 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 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.* **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< --=--=---====================-=====--====================~================== ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 INITIAL SUBAREA FLOW-LENGTH(FEET) = 68.00 UPSTREAM ELEVATION(FEET) = 407.00 DOWNSTREAM ELEVATION(FEET) = 384.00 ELEVATION DIFFERENCE(FEET) = 23.00 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 5.512 WARNING : THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.422 SUBAREA RUNOFF(CFS) = 0.22 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) 0.22 **************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE= 52 >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ELEVATION DATA: UPSTREAM(FEET) = 384.60 DOWNSTREAM(FEET) = Page 1 381.00 X100.RES CHANNEL LENGTH THRU SUBAREA(FEET) = 143.00 CHANNEL SLOPE= 0.0252 NOTE: CHANNEL FLOW OF 1. CFS WAS ASSUMED IN VELOCITY ESTIMATION CHANNEL FLOW THRU SUBAREA(CFS) = 0.22 FLOW VELOCITY(FEET/SEC) = 2.38 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.00 Tc(MIN.) = 6.51 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 211.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 101. 00 TO NODE 102.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< =-=-======-=-=-=--===-====-===-=======---=-=-==-=========--===--====-=-------~-- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.665 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3000 SUBAREA AREA(ACRES) 0.45 SUBAREA RUNOFF(CFS) 0.90 TOTAL AREA(ACRES) = 0.6 TOTAL RUNOFF(CFS) = 1.10 TC(MIN.) = 6.51 **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE= 52 >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ELEVATION DATA: UPSTREAM(FEET) = 384.60 DOWNSTREAM(FEET) 368.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 335.00 CHANNEL SLOPE 0.0496 CHANNEL FLOW THRU SUBAREA(CFS) = 1.10 FLOW VELOCITY(FEET/SEC) = 3.40 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.64 Tc(MIN.) 8.16 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = S46.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ======-==:============-=:...·=-====-==-==========-=========---====·=-===---= 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.765 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3000 SUBAREA AREA(ACRES) 3.60 SUBAREA RUNOFF(CFS) 6.23 TOTAL AREA(ACRES) = 4.2 TOTAL RUNOFF(CFS) = 7.18 TC(MIN.) = 8.16 END OF STUDY SUMMARY: TOTAL AREA(ACRES) PEAK FLOW RATE(CFS) 4.2 TC(MIN.) = 7.18 8.16 --==----=====================-====---=====-======-========================== =-=-==-=-=-========-·-=----=-=.=-====-=-===-==-==--=============================::;==== END OF RATIONAL METHOD ANALYSIS Page 2 Xl10. RES **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 2003,1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRADA, CA 90638 714-521-4811 ************************** DESCRIPTION OF STUDY************************** * TEI #3911 -LIONSHEAD AVENUE INDUSTRIAL BUILDING, CARLSBAD * * 100-YEAR * * NODES 110-114 * ************************************************************************** FILE NAME: W:\3911\X110.DAT TIME/DATE OF STUDY: 10:06 07/07/2021 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES)= 3.000 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE 0.95 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 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.* **************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 rs CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION rs "C" S.C.S. CURVE NUMBER (AMC II)= 79 INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 UPSTREAM ELEVATION(FEET) = 409.00 DOWNSTREAM ELEVATION(FEET) = 392.00 ELEVATION DIFFERENCE(FEET) = 17.00 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 6.684 WARNING: THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, rs USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.554 SUBAREA RUNOFF(CFS) = 0.20 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) 0.20 **************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 112.00 IS CODE= 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 392.00 DOWNSTREAM(FEET) = Page 1 387.63 X110. RES CHANNEL LENGTH THRU SUBAREA(FEET) = 256.00 CHANNEL SLOPE CHANNEL BASE(FEET) 0.00 "Z" FACTOR = 1.500 MANNING'S FACTOR= 0.015 MAXIMUM DEPTH(FEET) = 1.00 ____ ....,..,..,10=0 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.923 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 ---SOIL CLASSIFICATION IS "C'' S.C.S. CURVE NUMBER (AMC II) = 79 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC .) AVERAGE FLOW DEPTH(FEET) 0.37 TRAVEL TIME(MIN.) Tc(MIN .) = 7.82 0.77 3.75 1.14 0.0171 SUBAREA AREA(ACRES) AREA-AVERAGE RUNOFF TOTAL AREA(ACRES) = 0.65 COEFFICIENT 0.8 SUBAREA RUNOFF(CFS) 0.300 1.15 PEAK FLOW RATE(CFS) = 1.33 END OF SUBAREA CHANNEL FLOW HYDRAULICS : DEPTH(FEET) = 0.45 FLOW VELOCITY(FEET/SEC.) 4.29 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 112.00 = 356.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 383.63 DOWNSTREAM(FEET) 380.91 FLOW LENGTH(FEET) = 15.00 MANNING'S N = 0.012 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000 DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.3 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 12.33 -·---ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES 1 PIPE -FLOW(CFS) = 1.33 PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 7.84 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 113.00 371.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE= 52 »»>COMPUTE' NATURAi. VALLEY CHANNEL FLOW<«« >>>>>TRAVELTIME THRU SUBAREA<<<<< ==-===-=="'======:=--==-=--==..:::===:""""====::...==----======-=-===.:..;=-=======-=-========cc:.::::= ELEVATION DATA: UPSTREAM(FEET) = 380.91 DOWNSTREAM(FEET) 368.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 320.00 CHANNEL SLOPE= 0.0403 CHANNEL FLOW THRU SUBAREA(CFS) = 1.33 FLOW VELOCITY(FEET/SEC) = 3.18 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.68 Tc(MIN.) 9.52 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 114.00 = 691.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.219 ANNUAL GRASS (DRYLP.ND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S . CURVE NUMBER (AMC II)= 79 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3000 SUBAREA AREA(ACRES) 2.60 SUBAREA RUNOFF(CFS) 4.07 TOTAL AREA(ACRES) = 3.3 TOTAL RUNOFF(CFS) = 5.24 TC(MIN.) = 9.52 END OF STUDY SUMMARY : TOTAL AREA(ACRES) PEAK FLOW RATE(CFS) 3.3 TC(MIN.) = 5.24 END OF RATIONAL METHOD ANALYSIS 9.S2 Page 2 X120.RES **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN .DIEGO COUNTY FLOOD CONTROL DISTRICT 2003,1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by : THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRADA, CA 90638 714-521-4811 ************************** DESCRIPTION OF STUDY************************** * TEI #3911 -LIONSHEAD AVENUE INDUSTRIAL BUILDING, CARLSBAD * * 100-YEAR * * NODES 120-124 * ************************************************************************** FILE NAME: W:\3911\X120.DAT TIME/DATE OF STUDY: 10:11 07/07/2021 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION : 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES) = 3.000 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE SAN DIEGO HYDROLOGY MANUAL "("-VALUES USED FOR RATIONAL METHOD NOTE: CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) 0.95 MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 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.* **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ==::::::i=c::.:::::===~======i~-=~-::===========::::::::::..===-=..:=-=--====-==-====-===·======::==-=:.== ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" . . S.C.S. CURVE NUMBER (AMC II)= 84 INITIAL SUBAREA FLOW-LENGTH(FEET) = 98.00 UPSTREAM ELEVATION(FEET) = 433.00 DOWNSTREAM ELEVATION(FEET) = 405.00 ELEVATION DIFFERENCE(FEET) = 28.00 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 6.204 WARNING: THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.878 SUBAREA RUNOFF(CFS) 0.24 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) 0.24 **************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE= 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ========================-=:i:::==:'-=::=C"'-e--:-=-::--=-=---:==============-=========--~=::::= ELEVATION DATA: UPSTREAM(FEET) = 405.00 DOWNSTREAM(FEET) = Page 1 398.00 Xl20.RES CHANNEL LENGTH THRU SUBAREA(FEET) = 242.00 CHANNEL SLOPE CHANNEL BASE(FEET) = 0.00 ''Z'' FACTOR = 1.500 MANNING'S FACTOR= 0.015 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.286 ANNUAL GRASS ~EDRY[AND)-F°At"R-OVER .RUNOFF COEFFICIENT = . 3500 . SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II) = 84 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) AVERAGE FLOW DEPTH(FEET) 0.32 TRAVEL TIME(MIN.) Tc(MIN.) = 7.13 0.68 4.34 0.93 0.0289 SUBAREA AREA(ACRES) AREA-AVERAGE RUNOFF TOTAL AREA(ACRES) = 0.40 COEFFICIENT 0.5 SUBAREA RUNOFF(CFS) 0.350 0.88 PEAK FLOW RATE(CFS) 1.10 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.38 FLOW VELOCITY(FEET/SEC.) 4.96 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 340.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 394.00 DOWNSTREAM(FEET) 381.00 FLOW LENGTH(FEET) = 40.00 MANNING'S N = 0.012 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000 DEPTH OF FLOW IN 12.0 INCH PIPE IS 1.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 14.31 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 1.10 PIPE TRAVEL TIME(MIN.) = 0.0S Tc(MIN.) = 7.18 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 380.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE= 52 >>>>>COMPUTE NATURAL VALlEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< --------------------------------------------~---------------------ELEVATION DATA: UPSTREAM(FEET) = 381.00 DOWNSTREAM(FEET) 366.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 490.00 CHANNEL SLOPE= 0.0306 CHANNEL FLOW THRU SUBAREA(CFS) = 1.10 FLOW VELOCITY(FEET/SEC) = 2.67 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 3.06 Tc(MIN.) = 10.23 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 124.00 = 870.00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.980 ANNUAL _(jRASS_ (DR,YL_~D)_ ~A:IR_ <_:_qY.ER RUNOFF COEFFICIENT = . 3S00 SOIL CLASSIFICATION IS. "D" S.C.5. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3500 SUBAREA AREA(ACRES) 1.80 SUBAREA RUNOFF(CFS) 3.14 TOTAL AREA(ACRES) = 2.3 TOTAL RUNOFF(CFS) = 4.01 TC(MIN.) = 10.23 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.980 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3211 SUBAREA AREA(ACRES) 3.15 SUBAREA RUNOFF(CFS) 4.71 TOTAL AREA(ACRES) = 5.4 TOTAL RUNOFF(CFS) = 8.71 TC(MIN.) = 10.23 Page 2 END OF STUDY SUMMARY: TOTAL AREA(ACRES) PEAK FLOW_ RATE(CFS)_ 5.4 TC(MIN.) = 8.71 =---·===-----=··-:=.::.====~=-==-=-===-=--- END OF RATIONAL METHOD ANALYSIS ... X120.RES 10.23 Page 3 X130.RES ******•********************************************************************* RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE ·_ Reference: SAN -DIE~O-COUNTY FLOOD CONTROL DISTRICT 2003;1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRADA, CA 90638 714-521-4811 ************************** DESCRIPTION OF STUDY************************** * TEI #3911 -LIONSHEAD AVENUE INDUSTRIAL BUILDING, CARLSBAD * * 100-YEAR * * NODES 130-134 * ****************************************************•********************* FILE NAME: W:\3911\X130.DAT TIME/DATE OF STUDY: 10:35 07/07/2021 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES)= 3.000 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE 0.95 SAN DIEGO HYDROLOGY MANUAL "("-VALUES USED FOR RATIONAL METHOD NOTE : CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 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.* **************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 131.00 I S CODE = 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 UPSTREAM ELEVATION(FEET) = 433.00 DOWNSTREAM ELEVATION(FEET) = 415.70 ELEVATION DIFFERENCE(FEET) = 17.30 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 6.267 WARNING: THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.833 SUBAREA RUNOFF(CFS) 0.24 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) 0.24 **************************************************************************** FLOW PROCESS FROM NODE 131. 00 TO NODE 132.00 IS CODE= 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ======-C'===-·-=;:==:=.=!:::.-..C-.-=.::=::-=-=====-===:===:::::::: -::::::::::::::=:::::.==:::~==========-====:::=--==== ELEVATION DATA: UPSTREAM(FEET) = 415.70 DOWNSTREAM(FEET) = Page 1 408.19 X130.RES CHANNEL LENGTH THRU SUBAREA(FEET) = 305.00 CHANNEL SLOPE CHANNEL BASE(FEET) 0.00 "Z" FACTOR = 1.500 MANNING'S FACTOR= 0.015 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.135 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) AVERAGE FLOW DEPTH(FEET) 0.36 TRAVEL TIME(MIN .) Tc(MIN.) = 7.41 0.88 4.46 1.14 0.0246 SUBAREA AREA(ACRES) AREA-AVERAGE RUNOFF TOTAL AREA(ACRES) = 0.60 COEFFICIENT 0.7 SUBAREA RUNOFF(CFS) 0.350 1.29 PEAK FLOW RATE(CFS) 1.50 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.45 FLOW VELOCITY(FEET/SEC.) 5.05 LONGEST FLOWPATH FROM NODE 130.00 TO NODE 132.00 = 405 .00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 132.00 TO NODE 133.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 404.19 DOWNSTREAM(FEET) 382.86 FLOW LENGTH(FEET) = 51.00 MANNING'S N = 0.012 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000 DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.0 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 17.20 ESTIMATED PIPE DIAMETER(INCH) = 12 .00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 1.50 PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 7.46 LONGEST FLOWPATH FROM NODE 130.00 TO NODE 133.00 456.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 133.00 TO NODE 134.00 IS CODE= 52 >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ::::i==-i:::::=--::-=·t::=:::::r=::==:==-=-===-==-=•================================================= ELEVATION DATA: UPSTREAM(FEET) = 382.86 DOWNSTREAM(FEET) 366.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 476.00 CHANNEL SLOPE= 0.0354 CHANNEL FLOW THRU SUBAREA(CFS) = 1.50 FLOW VELOCITY(FEET/SEC) = 3.06 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.60 Tc(MIN.) 10.05 LONGEST FLOWPATH FROM NODE 130.00 TO NODE 134.00 = 932.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 133.00 TO NODE 134.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.038 l\NNUAL GRASS (DRYLAND)_ ~AIR COVER RUNOFF COEFFICIENT = . 3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3109 SUBAREA AREA(ACRES) 2.50 SUBAREA RUNOFF(CFS) 3.78 TOTAL AREA(ACRES) = 3.2 TOTAL RUNOFF(CFS) = 5.01 TC(MIN.) = 10.05 **************************************************************************** FLOW PROCESS FROM NODE 133.00 TO NODE 134.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.038 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3306 SUBAREA AREA(ACRES) 3.25 SUBAREA RUNOFF(CFS) 5.73 TOTAL AREA(ACRES) = 6.4 TOTAL RUNOFF(CFS) = 10.74 TC(MIN.) = 10.05 Page 2 END OF STUDY SUMMARY: TOTAL AREA(ACRES) PEAK FLOW RATE(CFS) 6.4 TC(MIN.) = 10.74 X130.RES 10.05 =-===---==-=======-===---=-==-=========--===-====----===-==-=== ⇒=---== END OF RATIONAL METHOD ANALYSIS Page 3 PROPOSED CONDITION RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 2003,1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRIADA, CA 90638 714-521-4811 ************************** DESCRIPTION OF STUDY************************** * JDB #3911 -LIONSHEAD AVENUE INDUSTRIAL BUILDING, CARLSBAD * 100-YEAR * NODES 100-174 ************************************************************************** FILE NAME: W:\3911\100A.DAT TIME/DATE OF STUDY: 08:54 04/27/2022 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES)= 3.000 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE 0.95 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* * * * HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE/ SIDE/ WAY (FT) (FT) (FT) (FT) (n) -•---a 40C. c:z.a.lUIIUl...-a:az::lt:==-::::,:c ---------- 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: l. 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.* FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 INITIAL SUBAREA FLOW-LENGTH(FEET) = 65.00 UPSTREAM ELEVATION(FEET) = 385.43 DOWNSTREAM ELEVATION(FEET) = 382.16 ELEVATION DIFFERENCE(FEET) = 3.27 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 1.948 100 YEAR RAINFALL INTENSITY(INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= S-MINUTE. SUBAREA RUNOFF(CFS) 0.55 TOTAL AREA(ACRES) = 0.08 TOTAL RUNOFF(CFS) = 0.55 FLOW PROCESS FROM NODE 101. 00 TO NODE 102.00 IS CODE= 91 »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 382.16 DOWNSTREAM NODE ELEVATION(FEET) = 378.21 CHANNEL LENGTH THRU SUBAREA(FEET) 240.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) PAVEMENT LIP(FEET) = 0.031 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION)= 0.02000 0.170 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.54 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC .) 3.29 AVERAGE FLOW DEPTH(FEET) = 0.30 FLOOD WIDTH(FEET) 12 .44 "V" GUTTER FLOW TRAVEL TIME(MIN.) 1.22 Tc(MIN .) 3.16 SUBAREA AREA(ACRES) 0.87 SUBAREA RUNOFF(CFS) 5.98 AREA-AVERAGE RUNOFF COEFFICIENT= 0.870 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) 6.53 END OF SUBAREA "V"" GUTTER HYDRAULICS: DEPTH(FEET) = 0.35 FLOOD WIDTH(FEET) 17.74 FLOW VELOCITY(FEET/SEC.) = 3.48 DEPTH*VELOCITY(FT*FT/SEC) 1.21 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102 .00 = 305.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE= 91 »»>COMPUTE ""V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 378.21 DOWNSTREAM NODE ELEVATION(FEET) 376.76 CHANNEL LENGTH THRU SUBAREA(FEET) 290.00 "V"" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) 0.170 PAVEMENT LIP(FEET) = 0.031 MANNING 'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION)= 0.02000 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.640 GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS ""C"" S.C.S. CURVE NUMBER (AMC II)= 97 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 11.18 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.30 AVERAGE FLOW DEPTH(FEET) = 0.47 FLOOD WIDTH(FEET) = 30.22 ""V"" GUTTER FLOW TRAVEL TIME(MIN.) 2.11 Tc(MIN.) = 5.27 SUBAREA AREA(ACRES) 1.40 SUBAREA RUNOFF(CFS) = 9.31 AREA-AVERAGE RUNOFF COEFFICIENT -0.870 TOTAL AREA(ACRES) = 2.3 PEAK FLOW RATE(CFS) 15.62 END OF SUBAREA ""V"" GUTTER HYDRAULICS: DEPTH(FEET) = 0.52 FLOOD WIDTH(FEET) 34.90 FLOW VELOCITY(FEET/SEC.) = 2.44 DEPTH*VELOCITY(FT*FT/SEC) 1.27 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 595 .00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE= 91 »>»COMPUTE ""V"" GUTTER FLOW TRAVEL TIME THRU SUBAREA<«« UPSTREAM NODE ELEVATION(FEET) = 376.76 DOWNSTREAM NODE ELEVATION(FEET) = 375.72 CHANNEL LENGTH THRU SUBAREA(FEET) 152.00 ""V"" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) 0.170 PAVEMENT LIP(FEET) = 0.031 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION)= 0.02000 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.922 GENERAL INDUSTRIAL RUNOFF COEFFICIENT .8700 SOIL CLASSIFICATION IS ""C" S.C.S. CURVE NUMBER (AMC II)= 97 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 19.38 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC .) = 2.91 AVERAGE FLOW DEPTH(FEET) = 0.53 FLOOD WIDTH(FEET) = 35 .68 "V"" GUTTER FLOW TRAVEL TIME(MIN .) 0.87 Tc(MIN .) = 6.14 SUBAREA AREA(ACRES) 1.25 SUBAREA RUNOFF(CFS) = 7.53 AREA-AVERAGE RUNOFF COEFFICIENT 0.870 TOTAL AREA(ACRES) = 3.6 PEAK FLOW RATE(CFS) 21.68 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.55 FLOOD WIDTH(FEET) 37.40 FLOW VELOCITY(FEET/SEC.) = 2.97 DEPTH*VELOCITY(FT*FT/SEC) 1.62 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 104.00 = 747.00 FEET. *********************. FLOW PROCESS FROM NODE 104.00 TO NODE 114.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 368,06 DOWNSTREAM{FEET) 362.66 FLOW LENGTH(FEET) = 661.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 27.0 INCH PIPE IS 17.2 INCHES PIPE-FLOW VELOCITY{FEET/SEC.) 8.12 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 21.68 PIPE TRAVEL TIME(MIN.) = 1.36 Tc(MIN.) = 7.50 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 114.00 1408 .00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ennr:ccn-r:rn::-nwva.:RJ.-;;;;-;;;;.1.1.1 ___ -:a ---=-----------m..L!ll.RR.11La..zt=::=::=:=:=:=;;:;;;;-;== TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) 7.50 RAINFALL INTENSITY(INCH/HR) = 6.09 TOTAL STREAM AREA(ACRES) = 3.60 PEAK FLOW RATE(CFS) AT CONFLUENCE= 21.68 **************************************************************************** FLDW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 97 INITIAL SUBAREA FLOW-LENGTH(FEET) = 80.00 UPSTREAM ELEVATION(FEET) = 377.37 DOWNSTREAM ELEVATION(FEET) = 375.64 ELEVATION DIFFERENCE(FEET) = 1.73 5UBAREA OVERLAND TIME OF FLOW(MIN.) = 2.710 WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH= 71.62 (Reference: Table 3-lB of Hydrology Manual) THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= S-MINUTE. SUBAREA RUNOFF(CFS) 0.48 TOTAL AREA(ACRES) = 0.07 TOTAL RUNOFF(CFS) = 0.48 **************************************************************************** FLOW PROCESS FROM NODE 111. 00 TO NODE 112.00 IS CODE= 91 »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 375.64 DOWNSTREAM NODE ELEVATION(FEET) = 374.28 CHANNEL LENGTH THRU SUBAREA(FEET) 273.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION)= 0.02000 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.862 GENERAL INDUSTRIAL RUNOFF COEFFICIENT .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.04 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) 1.95 AVERAGE FLOW DEPTH(FEET) = 0.37 FLOOD WIDTH(FEET) 21.60 "V" GUTTER FLOW TRAVEL TIME(MIN .) 2.33 Tc(MIN.) 5.04 SUBAREA AREA(ACRES) 1.33 SUBAREA RUNOFF(CFS) 9.10 AREA-AVERAGE RUNOFF COEFFICIENT 0.870 TDTAL AREA(ACRES) = 1.4 PEAK FLOW RATE(CFS) 9.58 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.44 FLOOD WIDTH(FEET) 28.79 FLOW VELOCITY(FEET/SEC.) = 2.18 DEPTH*VELOCITY(FT*FT/SEC) 0.96 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 112.00 = 353.00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 112.00 TO NODE 113.00 IS CODE= 91 »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 374.28 DOWNSTREAM NODE ELEVATION(FEET) 372.53 CHANNEL LENGTH THRU SUBAREA(FEET) = 275.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION)= 0.02000 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.531 GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 97 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 17.24 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC .) = 2.73 AVERAGE FLOW DEPTH(FEET) = 0.50 FLOOD WIDTH(FEET) = 34.85 "V" GUTTER FLOW TRAVEL TIME(MIN.) 1.68 Tc(MIN.) = 6.72 SUBAREA AREA(ACRES) = 2.69 SUBAREA RUNOFF(CFS) = 15.28 AREA-AVERAGE RUNOFF COEFFICIENT= 0.870 TOTAL AREA(ACRES) = 4.1 PEAK FLOW RATE(CFS) 23.24 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.55 FLOOD WIDTH(FEET) 39.32 FLOW VELOCITY(FEET/SEC .) = 2.91 DEPTH*VELOCITY(FT*FT/SEC) 1.59 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 113.00 = 628.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 113.00 TO NODE 114.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 366.92 DOWNSTREAM(FEET) 363.73 FLOW LENGTH(FEET) = 24.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 15.0 INCH PIPE IS 11.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 23.02 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 23.24 PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 6.74 LONGEST FLOWPATH FROM NODE 110.00 TO NODE 114.00 = 652.00 FEET. FLOW PROCESS FROM NODE 114.00 TO NODE 114.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) 6.74 RAINFALL INTENSITY(INCH/HR) = 6.52 TOTAL STREAM AREA(ACRES) = 4.09 PEAK FLOW RATE(CFS) AT CONFLUENCE 23.24 ** CONFLUENCE DATA** STREAM RUNOFF NUMBER (CFS) 1 21.68 2 23. 24 Tc (MIN ,) 7.S0 6.74 RAINFALL INTENSITY AND TIME CONFLUENCE FORMULA USED FOR ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc NUMBER (CFS) (MIN.) 1 42.72 6.74 2 43.37 7 .50 OF INTENSITY (INCH/HOUR) 6.086 6.520 CONCENTRATION 2 STREAMS . INTENSITY (INCH/HOUR) 6.520 6.086 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: AREA (ACRE) 3.60 4.09 RATIO PEAK FLOW RATE(CFS) 43.37 Tc(MIN.) = 7.50 TOTAL AREA(ACRES) = 7.7 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 114.00 1408. 00 FEET . **** ._. •••• ..-••••••• f •• + +•+ .. *********************************************** FLOW PROCESS FROM NODE 114.00 TO NODE 115.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) 362.33 DOWNSTREAM(FEET) 361.00 FLOW LENGTH(FEET) = 396.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 39.0 INCH PIPE IS 27.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 6.85 ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 43.37 PIPE TRAVEL TIME(MIN.) = 0.96 Tc(MIN .) = 8.46 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 115.00 1804.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 115.00 TO NODE 115.00 IS CODE= 10 >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK# 1 <<<<< **************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT = .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 UPSTREAM ELEVATION(FEET) = 409.00 DOWNSTREAM ELEVATION(FEET) = 392.56 ELEVATION DIFFERENCE(FEET) = 16.44 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 6.684 WARNING; THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTEN5ITY(INCH/HOUR) = 6.554 SUBAREA RUNOFF(CFS) 0.16 TOTAL AREA(ACRES) = 0.08 TOTAL RUNOFF(CFS) 0.16 ************************** FLOW PROCESS FROM NODE 121. 00 TO NODE 122.00 IS CODE= 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 392.56 DOWNSTREAM(FEET) CHANNEL LENGTH THRU SUBAREA(FEET) 256.00 CHANNEL SLOPE 388.39 = 0.0163 CHANNEL BASE(FEET) 0.00 "Z" FACTOR= 1.500 MANNING'S FACTOR= 0.015 MAXIMUM DEPTH(FEET) = 1.50 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.909 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) AVERAGE FLOW DEPTH(FEET) 0.38 TRAVEL TIME(MIN.) 0.78 Tc(MIN.) = 7.85 0.70 SUBAREA AREA(ACRES) AREA-AVERAGE RUNOFF COEFFICIENT TOTAL AREA(ACRES) = 0.8 SUBAREA RUNOFF(CFS) 0.300 PEAK FLOW RATE(CFS) END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.47 FLOW VELOCITY(FEET/SEC .) 4.20 3.66 1.16 1.24 1.38 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 356.00 FEET. FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 376.62 DOWNSTREAM(FEET) 372.33 FLOW LENGTH(FEET) = 292.00 MANNING'S N = 0.012 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000 DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 5.10 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 1.38 PIPE TRAVEL TIME(MIN.) = 0.95 Tc(MIN.) = 8.80 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 648.00 FEET. FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.488 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3121 SUBAREA AREA(ACRES) 0.25 SUBAREA RUNOFF(CFS) 0.48 TOTAL AREA(ACRES) = 1.0 TOTAL RUNOFF(CFS) = 1. 76 TC(MIN.) = 8.80 **************************************************************************** FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.488 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3111 SUBAREA AREA(ACRES) 0.10 SUBAREA RUNOFF(CFS) 0.16 TOTAL AREA(ACRES) = 1.1 TOTAL RUNOFF(CFS) = 1.93 TC(MIN.) = 8.80 **************************************************************************** FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 372.00 DOWNSTREAM(FEET) 371.15 FLOW LENGTH(FEET) = 171.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.6 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 3.68 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 1.93 PIPE TRAVEL TIME(MIN.) = 0.77 Tc(MIN.) = 9.58 LUN~~SI ~LOWPATH FROM NODE 120.00 TO NODE 124.00 819.00 FEET . FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.197 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3192 SUBAREA AREA(ACRES) 0.30 SUBAREA RUNOFF(CFS) 0.55 TOTAL AREA(ACRES) = 1.4 TOTAL RUNOFF(CFS) = 2.37 TC(MIN,) = 9.58 **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 125.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 371.15 DOWNSTREAM(FEET) 371.03 FLOW LENGTH(FEET) = 23.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.7 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 3.90 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 2.37 PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 9.68 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 125.00 842.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 124.00 TO NODE 125.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.163 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" 5.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3272 SUBAREA AREA(ACRES) TOTAL AREA(ACRES) = TC(MIN.) = 9.68 0.50 SUBAREA RUNOFF(CFS) = 1.9 TOTAL RUNOFF(CFS) = 0.90 3.26 **************************************************************************** FLOW PROCESS FROM NOOE 125.00 TO NOOE 126.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 370.70 DOWNSTREAM(FEET) 369.98 FLOW LENGTH(FEET) = 145.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.1 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 4.21 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 3.26 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 10.25 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 126.00 987.00 FEET. FLOW PROCESS FROM NODE 125.00 TO NODE 126.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.975 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3303 SUBAREA AREA(ACRES) 0.30 SUBAREA RUNOFF(CFS) 0.52 TOTAL AREA(ACRES) = 2.2 TOTAL RUNOFF(CFS) = 3.66 TC(MIN.) = 10.25 **************************************************************************** FLOW PROCESS FROM NODE 126.00 TO NODE 133.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA : UPSTREAM(FEET) = 369.98 DOWNSTREAM(FEET) 369.24 FLOW LENGTH(FEET) = 148.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 4.32 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 3.66 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 10.82 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 133.00 1135 .00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 133.00 TO NODE 133.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) 10.82 RAINFALL INTENSITY(INCH/HR) = 4.80 TOTAL STREAM AREA(ACRES) = 2.23 PEAK FLOW RATE(CFS) AT CONFLUENCE= 3.66 FLOW PROCESS FROM NODE 130.00 TO NODE 131.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 INITIAL SUBAREA FLOW-LENGTH(FEET) = 100.00 UPSTREAM ELEVATION(FEET) = 433.00 DOWNSTREAM ELEVATION(FEET) = 415.70 ELEVATION DIFFERENCE(FEET) = 17.30 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 6.267 WARNING: THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.833 SUBAREA RUNOFF(CFS) 0.24 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) 0.24 **************************************************************************** FLOW PROCESS FROM NODE 131. 00 TO NODE 132.00 IS CODE = 51 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 415.70 DOWNSTREAM(FEET) 407.70 CHANNEL LENGTH THRU SUBAREA(FEET) = 305.00 CHANNEL SLOPE= 0.0262 CHANNEL BASE(FEET) 0.00 "Z" FACTOR = 1.500 MANNING 'S FACTOR= 0.015 MAXIMUM DEPTH(FEET) = 1.50 100 VEAR RAINFALL INTENSITY(INCH/HOUR) = 6.143 ANNUAL GRASS (DRVLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) AVERAGE FLOW DEPTH(FEET) 0.36 TRAVEL TIME(MIN.) 0.89 Tc(MIN.) = 7.39 0.60 SUBAREA AREA(ACRES) AREA-AVERAGE RUNOFF COEFFICIENT TOTAL AREA(ACRES) = 0.7 SUBAREA RUNOFF(CFS) 0.350 PEAK FLOW RATE(CFS) END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.44 FLOW VELOCITV(FEET/SEC.) 5.19 4.52 1.12 1.29 1.50 LONGEST FLOWPATH FROM NODE 130.00 TO NODE 132.00 = 405 .00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 132. 00 TO NODE 133.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 395.49 DOWNSTREAM(FEET) 369.23 FLOW LENGTH(FEET) = 123.00 MANNING'S N = 0.012 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000 DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.4 INCHES PIPE-FLOW VELOCITV(FEET/SEC.) 13.57 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 1.50 PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN .) = 7.54 LONGEST FLOWPATH FROM NODE 130.00 TO NODE 133.00 = 528.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 133 .00 TO NODE 133 .00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE : TIME OF CONCENTRATION(MIN.) 7.54 RAINFALL INTENSITY(INCH/HR) = 6.06 TOTAL STREAM AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) AT CONFLUENCE 1.50 ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN .) (INCH/HOUR) (ACRE) 1 3.66 10.82 4.804 2.23 2 1.50 7.54 6.063 0.70 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF NUMBER (CFS) 1 4.06 2 4.86 Tc (MIN.) 7 .54 10.82 INTENSITY (INCH/HOUR) 6.063 4.804 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS : PEAK FLOW RATE(CFS) 4.86 Tc(MIN.) = 10.82 TOTAL AREA(ACRES) = 2.9 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 133.00 1135. 00 FEET. FLOW PROCESS FROM NODE 133.00 TO NODE 134.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM{FEET) = 368.91 DOWNSTREAM(FEET) 368.68 FLOW LENGTH{FEET) = 45.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 15.0 INCH PIPE IS 12.2 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 4.53 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 4.86 PIPE TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 10.99 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 134.00 1180.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 133.00 TO NODE 134.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.757 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3368 SUBAREA AREA(ACRES) 0.40 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) = 3.3 TOTAL RUNOFF{CFS) = TC(MIN.) = 10.99 ** PEAK FLOW RATE TABLE** STREAM RUNOFF NUMBER (CFS) 1 6. 70 2 5.34 Tc (MIN.) 7.71 10.99 NEW PEAK FLOW DATA ARE: PEAK FLOW RATE(CFS) = 6.70 Tc(MIN.) = 7.71 0.67 5.34 **************************************************************************** FLOW PROCESS FROM NODE 134.00 TO NODE 135.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 368.68 DOWNSTREAM(FEET) 367.40 FLOW LENGTH(FEET) • 194.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.6 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 5.59 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 6.70 PIPE TRAVEL TIME(MIN.) = 0.58 Tc(MIN.) = 8.29 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 135.00 1374.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 134.00 TO NODE 135.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITV(INCH/HOUR) = 5.705 ANNUAL GRASS (DRVLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3375 SUBAREA AREA(ACRES) 0.20 SUBAREA RUNOFF(CFS) 0.40 TOTAL AREA(ACRES) = 3.5 TOTAL RUNOFF(CFS) = 6.80 TC(MIN.) = 8.29 FLOW PROCESS FROM NODE 135.00 TO NODE 136.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 367.40 DOWNSTREAM(FEET) 367.25 FLOW LENGTH(FEET) = 29.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 5.07 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 6.80 PIPE TRAVEL TIME{MIN.) = 0.10 Tc(MIN.) = 8.38 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 136.00 1403.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 135.00 TO NODE 136.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.663 ANNUAL GRASS (ORYLAND) FAIR COVER RUNOFF COEFFICIENT = .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3393 SUBAREA AREA(ACRES) 0.60 SUBAREA RUNOFF(CFS) 1.19 TOTAL AREA(ACRES) = 4.1 TOTAL RUNOFF(CFS) = 7.94 TC(MIN .) = 8.38 **************************************************************************** FLOW PROCESS FROM NODE 136.00 TO NODE 137.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UP5TREAM(FEET) = 367 .25 DOWNSTREAM(FEET) 366.66 FLOW LENGTH(FEET) = 119.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 21.0 INCH PIPE IS 12.6 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 5.26 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 7.94 PIPE TRAVEL TIME(MIN.) = 0.38 Tc(MIN.) = 8.76 LONGEST FLOWPATH FROM NODE 120.00 TD NODE 137.00 1522.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 136. 00 TO NODE 137.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HDUR) = 5.504 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C .S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.3399 SUBAREA AREA(ACRES) 0.24 SUBAREA RUNOFF(CFS) 0.46 TOTAL AREA(ACRES) = 4.4 TOTAL RUNOFF(CFS) = 8.18 TC(MIN.) = 8.76 FLOW PROCESS FROM NODE 137.00 TO NODE 138.00 IS CODE = 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 366.33 DOWNSTREAM(FEET) 364.96 FLOW LENGTH(FEET) = 213 .00 MANNING'S N = 0.012 DEPTH OF FLOW IN 18.0 INCH PIPE IS 13 .6 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) 5.72 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 8.18 PIPE TRAVEL TIME(MIN.) = 0.62 Tc(MIN .) = 9.38 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 138.00 1735.00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 138.00 TO NODE 138.00 IS CODE= 11 >>>>>CONFLUENCE MEMORY BANK# 1 WITH THE MAIN-STREAM MEMORY<<<<< ** MAIN STREAM CONFLUENCE DATA** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN .) (INCH/HOUR) (ACRE) 1 8.18 9.38 5.267 4.37 2 6.63 12.76 4.320 4.37 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 138.00 1735.00 FEET. ** MEMORY BANK# 1 CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE) 1 42.72 7.71 5.980 7.69 2 43.37 8.46 5.629 7.69 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 138.00 1804.00 FEET . ** PEAK FLOW RATE TABLE** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN .) (INCH/HOUR) 1 49.44 7.71 5.980 2 50.75 8.46 5.629 3 4 48.75 39 .91 9.38 12 .76 5.267 4.320 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) 50.75 Tc(MIN.) = 8.46 TOTAL AREA(ACRES) = 12.1 FLOW PROCESS FROM NODE 138.00 TO NODE 138.00 IS CODE= 12 >>>>>CLEAR MEMORY BANK# 1 <<<<< **************************************************************************** FLOW PROCESS FROM NODE 138.00 TO NODE 138 .00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 5.629 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3500 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 84 AREA-AVERAGE RUNOFF COEFFICIENT= 0.6677 SUBAREA AREA(ACRES) 0.39 SUBAREA RUNOFF(CFS) 0.77 TOTAL AREA(ACRES) = 12.4 TOTAL RUNOFF(CFS) 50.75 TC(MIN.) = 8.46 NOTE : PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE FLOW PROCESS FROM NODE 138.00 TO NODE 138.00 IS CODE= 10 >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK# 1 <<<<< **************************************** FLOW PROCESS FROM NODE 140.00 TO NODE 141. 00 IS CODE >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 INITIAL SUBAREA FLOW-LENGTH(FEET) = 88.00 UPSTREAM ELEVATION(FEET) = 382.53 DOWNSTREAM ELEVATION(FEET) = 381.17 ELEVATION DIFFERENCE(FEET) = 1.36 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 2.897 WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH= 65.45 (Reference: Table 3-lB of Hydrology Manual) 21 THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. SUBAREA RUNOFF(CFS) 0.69 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) = 0.69 **************************************************************************** FLOW PROCESS FROM NODE 141. 00 TO NODE 142.00 IS CODE= 62 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STREET TABLE SECTION# 1 USED)<<<<< UPSTREAM ELEVATION(FEET) = 381 .17 DOWNSTREAM ELEVATION(FEET) STREET LENGTH(FEET) = 190.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 20.00 380.21 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150 Manning 's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 10.98 2.06 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.62 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) 0.58 STREET FLOW TRAVEL TIME(MIN.) = 1.95 Tc(MIN.) 4.85 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 AREA-AVERAGE RUNOFF COEFFICIENT= 0.870 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) 2.75 TOTAL AREA(ACRES) = 0.5 PEAK FLOW RATE(CFS) 3.44 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 13.71 FLOW VELOCITY(FEET/SEC.) = 1.84 DEPTH*VELOCITY(FT*FT/SEC.) 0.75 LONGEST FLOWPATH FROM NODE 140.00 TO NODE 142.00 = 278.00 FEET . ***************************************** •• FLOW PROCESS FROM NODE 142.00 TO NODE 143.00 IS CODE= 62 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STREET TABLE SECTION# 1 USED)<<<<< UPSTREAM ELEVATION(FEET) = 380.21 DOWNSTREAM ELEVATION(FEET) = 378.73 STREET LENGTH(FEET) = 290.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INSIDE STREET CROSSFALL(DECIMAL) 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF= 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 20.00 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: SIREET FLOW DEPTH(FEET) = 0.48 HALFSTREET FLOOD WIDTH(FEET) = 17.70 AVERAGE FLOW VELOCITY(FEET/SEC.) -2.12 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) STREET FLOW TRAVEL TIME(MIN.) = 2.28 100 YEAR RAINFALL INTENSITY(INCH/HOUR) GENERAL INDUSTRIAL RUNOFF COEFFICIENT SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 AREA-AVERAGE RUNOFF COEFFICIENT= 0.870 1.01 Tc(MIN.) = 6.287 .8700 7.13 SUBAREA AREA(ACRES) = 1.05 TOTAL AREA(ACRES) = 1.5 SUBAREA RUNOFF(CFS) = PEAK FLOW RATE(CFS) END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.52 HALFSTREET FLOOD WIDTH(FEET) = 19.88 6.33 5.74 8.48 FLOW VELOCITY(FEET/SEC.) = 2.28 DEPTH*VELOCITY(FT*FT/SEC.) 1.18 LONGEST FLOWPATH FROM NODE 140.00 TO NODE 143.00 = 568.00 FEET. FLOW PROCESS FROM NODE 143.00 TO NODE 144.00 IS CODE >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< 61 UPSTREAM ELEVATION(FEET) = 378.73 DOWNSTREAM ELEVATION(FEET) = 377.48 STREET LENGTH(FEET) = 256.00 CURB HEIGHT(INCHES) = 8,0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.012 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF= 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 20.00 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.52 HALFSTREET FLOOD WIDTH(FEET) = 22.46 10.32 AVERAGE FLOW VELOCITY(FEET/SEC.) = PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) STREET FLOW TRAVEL TIME(MIN.) = 1.84 100 YEAR RAINFALL INTENSITY(INCH/HOUR) GENERAL INDUSTRIAL RUNOFF COEFFICIENT= SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 AREA-AVERAGE RUNOFF COEFFICIENT= 0.870 2.32 1.20 Tc(MIN.) = 5.422 .8700 8.97 SUBAREA AREA(ACRES) 0.78 TOTAL AREA(ACRES) = 2.3 SUBAREA RUNOFF(CFS) = PEAK FLOW RATE(CFS) END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.53 HALFSTREET FLOOD WIDTH(FEET) = 23.01 3.68 10.99 FLOW VELOCITY(FEET/SEC.) = 2.35 DEPTH*VELOCITY(FT*FT/SEC.) 1.24 LONGEST FLOWPATH FROM NODE 140.00 TO NODE 144.00 = 824.00 FEET. ****************************************** FLOW PROCESS FROM NODE 144.00 TO NODE 153.00 IS CODE= 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< UPSTREAM ELEVATION(FEET) = 377.48 DOWNSTREAM ELEVATION(FEET) = 375.12 STREET LENGTH(FEET) = 302.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF= 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 20.00 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.56 HALFSTREET FLOOD WIDTH(FEET) = 22.15 AVERAGE FLOW VELOCITY(FEET/SEC.) 3.03 PRODUCT OF DEPTH&VELOCITY(FT•FT/SEC.) 13.95 STREET FLOW TRAVEL TIME(MIN.) = 1.66 1. 70 Tc(MIN.) = 4.859 10.63 100 YEAR RAINFALL INTENSITY(INCH/HOUR) GENERAL INDUSTRIAL RUNOFF COEFFICIENT= SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 AREA-AVERAGE RUNOFF COEFFICIENT = 0.870 .8700 5UBAREA AREA(ACRES) 1.40 TOTAL AREA(ACRES) = 3.7 SUBAREA RUNOFF(CFS) PEAK FLOW RATE(CFS) END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.58 HALFSTREET FLOOD WIDTH(FEET) = 23.24 5.92 15. 77 FLOW VELOCITY(FEET/SEC.) = 3.12 DEPTH*VELOCITY(FT*FT/SEC.) 1.81 LONGEST FLOWPATH FROM NODE 140.00 TO NODE 1S3.00 = 1126.00 FEET . .. ...........•....... FLOW PROCESS FROM NODE 153.00 TO NODE 153.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE : TIME OF CONCENTRATION(MIN.) 10.63 RAINFALL INTENSITY(INCH/HR) = 4.86 TOTAL STREAM AREA(ACRES) = 3.73 PEAK FLOW RATE(CFS) AT CONFLUENCE= 15.77 FLOW PROCESS FROM NODE 150.00 TO NODE 151.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 INITIAL SUBAREA FLOW-LENGTH(FEET) = 60.00 UPSTREAM ELEVATION(FEET) = 383.08 DOWNSTREAM ELEVATION(FEET) 381.89 ELEVATION DIFFERENCE(FEET) = 1.19 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 2.552 100 YEAR RAINFALL INTENSITY(INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. SUBAREA RUNOFF(CFS) 0.69 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) = 0.69 **************************************************************************** FLOW PROCESS FROM NODE 151. 00 TO NODE 152.00 IS CODE= 91 >»»COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU 5UBAREA««< UPSTREAM NODE ELEVATION(FEET) = 381.89 DOWNSTREAM NODE ELEVATION(FEET) = 380.85 CHANNEL LENGTH THRU SUBAREA(FEET) = 124.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) PAVEMENT LIP(FEET) = 0.031 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION)= 0.02000 0.170 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. GENERAL INDUSTRIAL RUNOFF COEFFICIENT SOIL CLASSIFICATION IS"(" S.C.S. CURVE NUMBER (AMC II)= 97 .8700 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) AVERAGE FLOW DEPTH(FEET) = 0.27 FLOOD WIDTH(FEET) "V" GUTTER FLOW TRAVEL TIME(MIN,) 0.89 Tc(MIN.) 1.89 SUBAREA AREA(ACRES) 0.35 SUBAREA RUNOFF(CFS) AREA-AVERAGE RUNOFF COEFFICIENT 0.870 TOTAL AREA(ACRES) = 0.4 PEAK FLOW RATE(CFS) END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.31 FLOOD WIDTH(FEET) 14.16 2.33 10.10 3.44 2.41 3.09 FLOW VELOCITY(FEET/SEC.) = 2.37 DEPTH*VELOCITY(FT*FT/SEC) 0.74 LONGEST FLOWPATH FROM NODE 150.00 TO NODE 152.00 = 184.00 FEET. FLOW PROCESS FROM NODE 152.00 TO NODE 152.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. GENERAL INDUSTRIAL RUNOFF COEFFICIENT .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 AREA-AVERAGE RUNOFF COEFFICIENT= 0.8700 SUBAREA AREA(ACRES) 0.16 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) = 0.6 TOTAL RUNOFF(CFS) = TC(MIN.) = 3.44 1.10 4.19 **************************************************************************** FLOW PROCESS FROM NODE 152.00 TO NODE 152.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. GENERAL INDUSTRIAL RUNOFF COEFFICIENT .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 AREA-AVERAGE RUNOFF COEFFICIENT= 0.8700 SUBAREA AREA(ACRES) 0.03 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) = 0.6 TOTAL RUNOFF(CFS) = TC(MIN.) = 3.44 0.21 4.40 FLOW PROCESS FROM NODE 152.00 TO NODE 153.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 376.61 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 1038.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 4.63 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 4.40 PIPE TRAVEL TIME(MIN.) = 3.74 Tc(MIN.) = 7.18 1 370.95 LONGEST FLOWPATH FROM NODE 150.00 TO NODE 153.00 = 1222.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 153.00 TO NODE 153.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE : TIME OF CONCENTRATION(MIN.) 7.18 RAINFALL INTENSITY(INCH/HR) = 6.26 TOTAL STREAM AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) AT CONFLUENCE 4.40 ** CONFLUENCE DATA** STREAM RUNOFF NUMBER (CFS) 1 15.77 2 4.40 Tc (MIN.) 10.63 7.18 RAINFALL INTENSITY AND TIME CONFLUENCE FORMULA USED FOR ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc NUMBER (CFS) (MIN.) 1 15.05 7.18 2 19.18 10.63 OF INTENSITY (INCH/HOUR) 4.859 6.259 CONCENTRATION 2 STREAMS. INTENSITY (INCH/HOUR) 6.259 4.859 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: AREA (ACRE) 3.73 0.64 RATIO PEAK FLOW RATE(CFS) 19.18 Tc(MIN.) = 10.63 TOTAL AREA(ACRES) = 4.4 LONGEST FLOWPATH FROM NODE 150.00 TO NODE 153.00 1222. 00 FEET. ************************************ .ll,•··• ....... ~····~· ••• _. ....... ************** FLOW PROCESS FROM NODE 153.00 TO NODE 154.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ---------=~=======-=====n-•m~•-------•••••••••••••••••-•-----•••••••---•• ELEVATION DATA: UPSTREAM(FEET) = 370.90 DOWNSTREAM(FEET) 370.87 FLOW LENGTH(FEET) = 6.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 27.0 INCH PIPE IS 18.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 6.50 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 19.18 PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 10.65 LONGEST FLOWPATH FROM NODE 150.00 TO NODE 154.00 1228.00 FEET. *******************************************•....,. •·e • _. e • "", -"' ,. • • .,.,.,••**** FLOW PROCESS FROM NODE 154.00 TO NODE 154.00 IS CODE >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.854 ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 AREA-AVERAGE RUNOFF COEFFICIENT= 0.8168 SUBAREA AREA(ACRES) 0.45 SUBAREA RUNOFF(CFS) 0.66 81 TOTAL AREA(ACRES) = 4.8 TOTAL RUNOFF(CFS) 19.18 TC(MIN.) = 10.65 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE ** PEAK FLOW RATE STREAM RUNOFF NUMBER (CFS) 1 24.61 2 19.18 TABLE** Tc (MIN.) 7.20 10.65 NEW PEAK FLOW DATA ARE: PEAK FLOW RATE(CFS) = 24.61 Tc(MIN.) = FLOW PROCESS FROM NODE 154.00 TO NODE 7.20 154.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE : TIME OF CONCENTRATION(MIN.) 7.20 RAINFALL INTENSITY(INCH/HR) 6.25 TOTAL STREAM AREA(ACRES) = 4.82 PEAK FLOW RATE(CFS) AT CONFLUENCE = 24 .61 **************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 161.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER (AMC II)= 97 INITIAL SUBAREA FLOW-LENGTH(FEET) = 88.00 UPSTREAM ELEVATION(FEET) = 377.56 DOWNSTREAM ELEVATION(FEET) = 376.79 ELEVATION DIFFERENCE(FEET) = 0.77 SUBAREA OVERLAND TIME OF FLOW(MIN .) = 3.282 WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH= 57.50 (Reference: Table 3-lB of Hydrology Manual) THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. SUBAREA RUNOFF(CFS) 0.62 TOTAL AREA(ACRES) = 0.09 TOTAL RUNOFF(CFS) = 0.62 **************************************************************************** FLOW PROCESS FROM NODE 161. 00 TO NODE 162.00 IS CODE= 91 »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 376.79 DOWNSTREAM NODE ELEVATION(FEET) = 374.86 CHANNEL LENGTH THRU SUBAREA(FEET) 181.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION)= 0.02000 MAXIMUM DEPTH(FEET) = 1.00 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 7.904 NOTE: RAINFALL INTENSITY IS DASCD ON Tc = 5-MINUTE. GENERAL INDUSTRIAL RUNOFF COEFFICIENT .8700 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 97 0.170 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.44 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) 2.58 AVERAGE FLOW DEPTH(FEET) = 0.30 FLOOD WIDTH(FEET) 14.74 "V" GUTTER FLOW TRAVEL TIME(MIN.) 1.17 Tc(MIN .) 4.45 SUBAREA AREA(ACRES) 0.82 SUBAREA RUNOFF(CFS) 5.64 AREA-AVERAGE RUNOFF COEFFICIENT 0.870 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) 6.26 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.35 FLOOD WIDTH(FEET) 20.00 FLOW VELOCITY(FEET/SEC.) = 2.78 DEPTH*VELOCITY(FT*FT/SEC) 0.98 LONGEST FLOWPATH FROM NODE 160.00 TO NODE 162.00 = 269.00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 162.00 TO NODE 163.00 IS CODE = 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 371 .51 DOWNSTREAM(FEET) 370.86 FLOW LENGTH(FEET) = 221.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 21.0 INCH PIPE IS 12.8 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) 4.07 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES 1 PIPE -FLOW(CFS) = 6.26 PIPE TRAVEL TIME(MIN.) = 0.91 Tc(MIN.) = 5.36 LONGEST FLOWPATH FROM NODE 160 .00 TO NODE 163.00 490 .00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 163.00 TO NODE 163.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) 5.36 RAINFALL INTENSITY(INCH/HR) = 7.56 TOTAL STREAM AREA(ACRES) = 0.91 PEAK FLOW RATE(CFS) AT CONFLUENCE 6.26 ** CONFLUENCE DATA** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 24.61 7.20 6.250 1 19.18 10.65 4.854 2 6.26 5.36 7.560 RAINFALL INTENSITY AND TIME OF CONCENTRATION CONFLUENCE FORMULA USED FOR 2 STREAMS . ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 26.60 5.36 7.560 2 29.78 7.20 6.250 3 23.20 10.65 4.854 COMPUTED CONFLUENCE PEAK FLOW RATE(CFS) ESTIMATES ARE AS FOLLOWS : 29.78 Tc(MIN.) = 5.7 TOTAL AREA(ACRES) = LONGEST FLOWPATH FROM NODE 150.00 TO NODE AREA (ACRE) 4.82 4.82 0.91 RATIO 7.20 163.00 1228 . 00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 164.00 TO NODE 165.00 IS CODE = 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 366.65 DOWNSTREAM(FEET) 362.50 FLOW LENGTH(FEET) = 123.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 21.0 INCH PIPE IS 16.6 INCHES PIPE-FLOW VELOCITY{FEET/SEC.) 14.57 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES 1 PIPE-FLOW(CFS) = 29 .78 PIP[ TRAV[L TIME(MIN.) = 0.14 Tc(MIN.) • 7.34 LONGEST FLOWPATH FROM NODE 150.00 TO NODE 165.00 1351.00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE = 11 >>>>>CONFLUENCE MEMORY BANK# 1 WITH THE MAIN-STREAM MEMORY<<<<< ** MAIN STREAM CONFLUENCE DATA** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE) 1 26.60 5.50 7.433 5.73 2 29.78 7.34 6.173 5.73 3 23.20 10.79 4.812 5.73 LONGEST FLOWPATH FROM NODE 150.00 TO NODE 165 .00 1351.00 FEET. ** MEMORY BANK# 1 CONFLUENCE DATA** STREAM RUNOFF Tc INTENSITY AREA NUMBER {CFS) (MIN.) (INCH/HOUR) {ACRE) 1 49.71 7.71 5.980 12.45 2 50.75 8.46 5.629 12.45 3 48.75 9.38 5.267 12.45 4 39.91 12.76 4.320 12.45 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 165.00 = 1804.00 FEET. ** PEAK FLOW RATE TABLE** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN .) (INCH/HOUR) 1 62.08 5.S0 7.433 2 77.10 7.34 6.173 3 78.56 7.71 5.980 4 77.90 8.46 5.629 5 74.16 9.38 5.267 6 67.75 10.79 4.812 7 60.75 12.76 4.320 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) 78 .56 Tc(MIN.) = 7.71 TOTAL AREA{ACRES) = 18.2 **************************************************************************** FLOW PROCESS FROM NODE 165.00 TO NODE 165.00 IS CODE= 12 >>>>>CLEAR MEMORY BANK# 1 <<<<< FLOW PROCESS FROM NODE 166.00 TO NODE 173.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE {NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM{FEET) = 358.00 DOWNSTREAM(FEET) 356.23 FLOW LENGTH{FEET) = 133 .00 MANNING 'S N = 0.012 DEPTH OF FLOW IN 36.0 INCH PIPE IS 28 .5 INCHES PIPE-FLOW VELOCITY{FEET/SEC.) 13.10 ESTIMATED PIPE DIAMETER{INCH) = 36.00 NUMBER OF PIPES 1 PIPE-FLOW{CFS) = 78.56 PIPE TRAVEL TIME{MIN.) = 0.17 Tc(MIN.) = 7.88 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 173.00 1937.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 173.00 TO NODE 173.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE : TIME OF CONCENTRATION(MIN.) 7.88 RAINFALL INTENSITY(INCH/HR) = 5.90 TOTAL STREAM AREA{ACRES) = 18.18 PEAK FLOW RATE{CFS) AT CONFLUENCE = 78.56 **************************************************************************** FLOW PROCESS FROM NODE 170.00 TO NODE 171.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< GENERAL INDUSTRIAL RUNOFF COEFFICIENT= .8700 SOIL CLASSIFICATION IS "D" S.C.S. CURVE NUMBER {AMC II)= 97 INITIAL SUBAREA FLOW-LENGTH{FEET) = 55.00 UPSTREAM ELEVATION{FEET) = 376.76 DOWNSTREAM ELEVATION{FEET) = 375.16 ELEVATION DIFFERENCE(FEET) = 1.60 SUBAREA OVERLAND TIME OF FLOW{MIN.) = 2.151 100 YEAR RAINFALL INTENSITY{INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. SUBAREA RUNOFF{CFS) 0.69 TOTAL AREA{ACRES) = 0.10 TOTAL RUNOFF{CFS) = 0.69 **************************************************************************** FLOW PROCESS FROM NODE 171.00 TO NODE 172.00 IS CODE= 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< UPSTREAM ELEVATION(FEET) = 375.16 DOWNSTREAM ELEVATION(FEET) STREET LENGTH(FEET) = 108.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30 .00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF= 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0 .020 20 .00 368.08 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150 Manning 's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.21 HALFSTREET FLOOD WIDTH{FEET) = 2.78 AVERAGE FLOW VELOCITY(FEET/SEC.) 4.97 PRODUCT OF DEPTH&VELOCITY{FT*FT/SEC.) 1.05 STREET FLOW TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) 1.31 2.51 100 YEAR RAINFALL INTENSITY(INCH/HOUR) NOTE: RAINFALL INTENSITY IS BASED ON Tc GENERAL INDUSTRIAL RUNOFF COEFFICIENT SOIL CLASSIFICATION IS "D" S.C .S. CURVE NUMBER (AMC II)= 97 AREA-AVERAGE RUNOFF COEFFICIENT 0.870 = 7.904 = 5-MINUTE. .8700 SUBAREA AREA(ACRES) 0.18 TOTAL AREA(ACRES) = 0.3 SUBAREA RUNOFF(CFS) = PEAK FLOW RATE(CFS) END OF SUBAREA STREET FLOW HYDRAULICS : DEPTH(FEET) = 0.25 HALFSTREET FLOOD WIDTH(FEET) 4.91 1.24 1.93 FLOW VELOCITY(FEET/SEC.) = 4.69 DEPTH*VELOCITY(FT*FT/SEC.) 1.18 LONGEST FLOWPATH FROM NODE 170.00 TO NODE 172.00 = 163.00 FEET . **************************************************************************** FLOW PROCESS FROM NODE 172.00 TO NODE 173.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 362.91 DOWNSTREAM(FEET) 356.98 FLOW LENGTH(FEET) = 10 .00 MANNING'S N = 0.012 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000 DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.1 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 20.91 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES 1 PIPE -FLOW(CFS) = 1.93 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 2.52 LONGEST FLOWPATH FROM NODE 170.00 TO NODE 173.00 173.00 FEET. FLOW PROCESS FROM NODE 173.00 TO NODE 173.00 IS CODE= 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< TOTAL NUMBER OF STREAMS= 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) -2.52 RAINFALL INTENSITY(INCH/HR) = 7.90 TOTAL STREAM AREA(ACRES) = 0.28 PEAK FLOW RATE(CFS) AT CONFLUENCE 1.93 ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN .) (INCH/HOUR) (ACRE) 1 62.08 5.68 7.281 18 .18 1 77.10 7.51 6.082 18 .18 1 78.56 7.88 5.897 18.18 1 77.90 8.63 5.558 18.18 1 74.16 9.55 5.206 18.18 1 67.75 10.97 4.763 18.18 1 60.75 12.94 4 .281 18.18 2 1.93 2.52 7,904 0.28 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS . ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 61.26 2.52 7.904 2 63.85 5.68 7.281 3 78.58 7.51 6.082 4 79.99 7.88 5.897 5 79.26 8.63 5.558 6 75.43 9.55 5.206 7 68.91 10.97 4.763 8 61.80 12.94 4.281 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS : PEAK FLOW RATE(CFS) 79.99 Tc(MIN.) = 7.88 TOTAL AREA(ACRES) = 18.5 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 173.00 1937.00 FEET , **************************************************************************** FLOW PROCESS FROM NODE 173.00 TO NODE 174.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 356.23 DOWNSTREAM(FEET) 355.76 FLOW LENGTH{FEET) = 35.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 36.0 INCH PIPE IS 28.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 13.17 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES= 1 PIPE-FLOW(CFS) = 79.99 PIPE TRAVEL TIME(MIN.) = 0.04 Tc{MIN.) = 7.92 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 174.00 = 1972.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) 18.5 TC{MIN.) 7.92 PEAK FLOW RATE(CFS) 79.99 *** PEAK FLOW RATE TABLE*** Q(CFS) Tc{MIN.) 1 61.26 2.57 2 3 4 5 6 7 8 63.85 78.58 79.99 79.26 75.43 68.91 61.80 5.73 7.55 7.92 8.68 9.60 11.01 12.99 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 2003,1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRIADA, CA 90638 714-521-4811 ************************** DESCRIPTION OF STUDY************************** * JOB #3911 -LIONSHEAD AVENUE INDUSTRIAL BUILDING, CARLSBAD * 100 YEAR * NODES 300-301 ************************************************************************** FILE NAME: W:\3911\300.DAT TIME/DATE OF STUDY: 13:46 04/26/2022 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION : 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES)= 3.000 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE SAN DIEGO HYDROLOGY MANUAL "("-VALUES USED FOR RATIONAL METHOD NOTE: CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES 0.95 * * * *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW NO. HALF-CROWN TO WIDTH CROSSFALL (FT) (FT) STREET-CROSSFALL: IN-/ OUT-/PARK- SIDE/ SIDE/ WAY CURB GUTTER-GEOMETRIES: HEIGHT WIDTH (FT) (FT) LIP (FT) HIKE (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 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.* **************************************************************************** FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT= .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 INITIAL SUBAREA FLOW-LENGTH(FEET) = 40.00 UPSTREAM ELEVATION(FEET) = 378.00 DOWNSTREAM ELEVATION(FEET) = 370.00 ELEVATION DIFFERENCE(FEET) = 8.00 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.228 WARNING: THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. SUBAREA RUNOFF(CFS) = 1.85 TOTAL AREA(ACRES) = 0.78 TOTAL RUNOFF(CFS) = 1.85 END OF STUDY SUMMARY: TOTAL AREA(ACRES) PEAK FLOW RATE(CFS) 0.8 TC(MIN.) = 1.85 END OF RATIONAL METHOD ANALYSIS 4.23 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 2003,1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by : THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRIADA, CA 90638 714-521-4811 ************************** DESCRIPTION OF STUDY ************************** * JOB #3911 -LIONSHEAD AVENUE I NDUSTRIAL BUILDING, CARLSBAD * 100-YEAR * NODES 310-311 ************************************************************************** FILE NAME: W:\3911\310.DAT TIME/DATE OF STUDY: 13:47 04/26/2022 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION : 2003 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES)= 3.000 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12 .00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE 0.95 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: CONSIDER ALL CONFLUENCE STREAM COMBINATIONS FOR ALL DOWNSTREAM ANALYSES *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* * * * HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSS FALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE FACTOR NO . {FT) (FT) SIDE/ SIDE/ WAY {FT) (FT) (FT) (FT) (n) --~-----=-·•------------= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 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 .* FLOW PROCESS FROM NODE 310.00 TO NODE 311.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ANNUAL GRASS (DRYLAND) FAIR COVER RUNOFF COEFFICIENT .3000 SOIL CLASSIFICATION IS "C" S.C.S. CURVE NUMBER (AMC II)= 79 INITIAL SUBAREA FLOW-LENGTH(FEET) = 28.00 UPSTREAM ELEVATION(FEET) = 382.50 DOWNSTREAM ELEVATION(FEET) = 373.00 ELEVATION DIFFERENCE(FEET) = 9.50 SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.537 WARNING: THE MAXIMUM OVERLAND FLOW SLOPE, 10.%, IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) 7.904 NOTE: RAINFALL INTENSITY IS BASED ON Tc= 5-MINUTE. SUBAREA RUNOFF(CFS) = 0.24 TOTAL AREA(ACRES) = 0.10 TOTAL RUNOFF(CFS) = 0.24 END OF STUDY SUM'lARY: TOTAL AREA(ACRES) PEAK FLOW RATE(CFS) 0.1 TC(MIN.) = 0.24 END OF RATIONAL METHOD ANALYSIS 3.54 APPENDIXC HYDRAULIC CALCULATIONS EXISTING STORM DRAIN AT STA 13+92.20 HYDRAULIC CALCULATIONS PEAK FLOW RA TES PER PLAN D DATE: 8/28/2021 TIME: 16:46 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT l BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y ( 1) Y ( 2) Y ( 3) Y ( 4) Y ( 5) Y ( 6) Y ( 7) Y ( 8) Y ( 9) Y ( 10) DROP □ CD CD CD 18 30 54 4 4 4 1.50 2 ,50 4.50 F 0 5 l 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO l IS - EXISTING STORM DRAIN AT STA 13+92.2 HEADING LINE NO 2 IS - EXISTING CONDITION HEADING LINE NO 3 IS - ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO F0515P WATER SURFACE PROFILE -ELEMENT CARD LISTING l IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 3 IS A JUNCTION U/S DATA 4 IS A REACH U/S DATA 1000.00 333.83 54 STATION INVERT SECT 1050.60 341.50 54 * * * STATION 1055.26 INVERT 343.50 SECT LAT-1 LAT-2 30 54 0 STATION INVERT SECT 1071.00 352.50 30 N 0.013 N 0 .013 N 0.013 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 6 IS A REACH U/S DATA 7 IS A JUNCTION U/S DATA 8 IS A REACH U/S DATA 1074.50 352.83 30 18 0 0.013 • * * STATION INVERT SECT 1127.00 354.90 30 * * STATION 1130.50 INVERT 355.23 SECT LAT-1 LAT-2 30 18 0 STATION INVERT SECT 1151.25 356.02 30 N o. 013 N 0.013 N 0.013 Q3 90.9 Q3 3.6 Q3 4.9 ELEMENT NO 9 IS A SYSTEM HEADWORKS * * Q4 0.0 W S ELEV 0.00 PAGE NO 3 D PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 INVERT-3 INVERT-4 PHI 3 70.00 PHI 4 0.00 343.81 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.00 0.0 352.83 0.00 90.00 Q4 0.0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 INVERT-3 INVERT-4 355.23 0.00 PHI 3 90.00 PHI 4 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 U/S DATA STATION INVERT SECT W S ELEV 1151.25 356.02 30 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO . 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC D PAGE LICENSEE: THIENES ENGINEERING F0515P WATER SURFACE PROFILE LISTING EXISTING STORM DRAIN AT STA 13+92.2 EXISTING CONDITION STATION INVERT DEPTH ELEV OF FLOW L/ELEM so 1000.00 333.83 1.487 11.48 0.15158 1011. 48 335.57 1.508 22.18 0.15158 1033.66 338.93 1.561 16.94 0 .15158 1050.60 341.50 1.617 JUNCT STR 0.42918 1055.26 343.50 1. 093 w.s. ELEV 335.317 337.078 340.493 343.117 344.593 Q 147.8 147.8 147.8 147.8 56.9 VEL 32.24 31. 61 30.14 28.74 27.58 VEL HEAD SF AVE 16.143 .099016 15.520 .090352 14 .110 .079183 12.829 .098423 11.812 ENERGY GRD.EL. HF 351. 460 1.14 352.598 2.00 354 .603 1. 34 355.946 0.46 356.405 Page 1 SUPER CRITICAL ELEV DEPTH 0.00 3.569 0.00 3 .569 0.00 3 .569 0.00 3.569 0.00 2 . 371 NORM DEPTH l .340 1.340 l .340 HGT/ DIA 4.50 4.50 4.50 4.50 2.50 1 BASE/ ID NO . ZL NO AVBPR PIER ZR 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 .00 0 .00 o.oo 0.00 0 .00 2.10 0.57179 .115950 0.24 0. 723 0.00 1057.36 344.70 1.130 345 .830 56,9 26.39 10.815 356 .645 0.00 2 . 371 2.50 0 .00 0 .00 0 0.00 2 .00 0.57179 .102450 0 .20 0. 723 0 .00 1059.36 345.85 1.172 347.019 56.9 25 .17 9.834 356 .853 0 .00 2 . 371 2.50 0.00 0.00 0 0.00 1. 77 0 .57179 .090105 0,16 0.723 0.00 1061.13 346.86 1. 216 348,071 56 .9 24 .00 8.943 357,014 0.00 2. 371 2.50 0.00 0.00 0 0.00 1. 55 0.57179 .079322 0.12 0. 723 0.00 1062 .68 347.75 1.263 349.008 56 .9 22 .88 8.128 357 .136 0.00 2. 371 2.50 0.00 0.00 0 0.00 1. 38 0.57179 .069876 0.10 0. 723 0 .00 1064 .06 348.53 1. 311 349.843 56 .9 21. 81 7.386 357.229 0.00 2 . 371 2 .50 0 .00 0 .00 0 0.00 1. 22 0 .57179 .061587 0 .08 0 . 723 0 .00 1065.28 349.23 1. 362 350.589 56 .9 20.80 6. 716 357 .305 0.00 2. 371 2.50 0.00 0.00 0 0.00 1.07 0.57179 ,054349 0 .06 0.723 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING EXISTING STORM DRAIN AT STA 13+92.2 EXISTING CONDITION STATION INVERT DEPTH w.s . 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD .EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR *••································································································································ 1066.35 349.84 1.416 351.258 56 .9 19.83 6 .108 357.366 0.00 2 .371 2.50 0.00 0 .00 0 0.00 0 .95 0.57179 .048018 0.05 0.723 0 .00 1067.30 350.39 1. 473 351 .859 56.9 18.91 5 .553 357.412 0.00 2. 371 2.50 0.00 0.00 0 0.00 0 .84 0.57179 .042476 0.04 0.723 0 .00 1068.14 350.87 1.533 352.399 56.9 18.03 5.047 357.446 0.00 2. 371 2.50 0.00 0.00 0 0.00 0 .74 0.57179 .037618 0.03 0. 723 0.00 1068.88 351. 29 1. 596 352 .886 56.9 17.19 4.589 357.475 0.00 2. 371 2.50 0.00 0.00 0 0 .00 0 .65 0.57179 . 033377 0 .02 0 . 723 0.00 1069.53 351.66 1. 664 353.325 56.9 16.39 4 .170 357.495 0.00 2 .371 2 .50 0 .00 0 .00 0 0 .00 0 .57 0.57179 .029687 0 .02 0 . 723 0 .00 1070 .10 351.98 1.737 353.720 56.9 15.63 3.792 357.512 0.00 2.371 2.50 0.00 0.00 0 0.00 0 .49 0.57179 .026474 0.01 0. 723 0 .00 1070.59 352.26 1. 815 354.078 56.9 14.90 3.447 357.525 0.00 2. 371 2.50 0.00 0.00 0 0.00 0 .41 0.57179 .023698 0.01 0.723 0.00 1071. 00 352.50 1. 901 354.401 56.9 14. 20 3 .133 357.534 0.00 2. 371 2.50 0.00 0 .00 0 0.00 JUNCT STR 0.09429 .024415 0.09 0 .00 1074 .50 352.83 1.691 354.521 53.3 15.09 3 .534 358.055 0.00 2 .338 2.50 0.00 0 .00 0 0 .00 5 .91 0 .03943 .025943 0.15 1. 473 0.00 1080 .41 353.06 l. 713 354 .776 53.3 14.86 3.430 358.206 0.00 2 .338 2.50 0.00 0.00 0 0.00 15 .38 0.03943 .024098 0.37 1. 473 0.00 1095 .79 353.67 1. 789 355.459 53.3 14 .17 3 .119 358.578 0.00 2.338 2.50 0.00 0 .00 0 0.00 11 . 21 0.03943 .021538 0.24 1. 473 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING EXISTING STORM DRAIN AT STA 13+92.2 EXISTING CONDITION STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ...•.•.•.•..••............••••.•..........•.•....•.•••••••.•..••.•....••..••.••••.••••••..........•.............•••.•••.•.•........ ll07 .00 354 .11 1. 872 355.983 53.3 13.51 2.836 358.819 0.00 2.338 2.50 0.00 0.00 0 0.00 8.25 0.03943 .019343 0.16 1. 473 0.00 1115 .25 354.44 l. 964 356 .401 53.3 12.88 2 .577 358.978 0.00 2.338 2.50 0.00 0.00 0 0.00 Page 2 6.03 0.03943 .017486 0 .11 1. 473 0 .00 1121. 28 354.68 2.066 356.741 53 .3 12 .28 2.343 359.084 0.00 2.338 2.50 0.00 0 .00 0 0.00 4.01 0.03943 .015977 0 .06 1. 473 0 .00 1125.29 354.83 2.185 357 .018 53 .3 11 . 71 2 .130 359 .148 0.00 2.338 2.50 0.00 o.oo 0 0.00 1. 71 0.03943 .014955 0 .03 1. 473 0.00 1127.00 354.90 2.338 357.238 53.3 11 .16 1. 936 359 .174 0.00 2.338 2.50 0.00 0.00 0 0.00 JUNCT STR 0.09429 . 014260 0 .05 0 .00 1130. so 355.23 2. 814 358.044 48 .4 9.86 1. 509 359 .553 0.00 2.278 2.50 0.00 0 .00 0 0.00 1. 78 0.03807 .013924 0.02 1.401 0 .00 1132.28 355.30 2.773 358. 071 48 .4 9 .86 1. 509 359.580 0.00 2.278 2.50 0.00 0 .00 0 0.00 HYDRAULIC JUMP 0 .00 1132.28 355.30 1. 798 357. 096 48 .4 12 .81 2.547 359.643 0.00 2.278 2.50 0.00 0 .00 0 0.00 4.49 0.03807 ,017990 0 .08 1.401 0 .00 1136. 77 355.47 1.842 357. 311 48 .4 12 .48 2.419 359 .730 0.00 2.278 2.50 0.00 0 .00 0 0.00 6 .13 0.03807 .016559 0 .10 1.401 0.00 1142. 90 355.70 1.930 357.632 48 .4 11. 90 2.198 359 .830 0.00 2.278 2.50 0.00 0.00 0 0.00 4.40 0.03807 .014927 0 .07 1.401 0.00 1147.30 355.87 2.028 357 ,897 48 ,4 11. 35 1. 999 359 ,896 0.00 2.278 2.50 0.00 0.00 0 0.00 2.84 0.03807 . 013577 0.04 1.401 0.00 □ LICENSEE: THIENES ENGINEERING FOSlSP PAGE 4 WATER SURFACE PROFILE LISTING EXISTING STORM DRAIN AT STA 13+92 .2 EXISTING CONDITION STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ••********************************************************************************************************************************* 1150 .14 355.98 2.140 358 .118 48.4 10.82 1.817 359.935 0.00 2.278 2.50 0.00 0.00 0 0.00 1.11 0.03807 .012561 0.01 1.401 0.00 1151.25 356.02 2.278 358.298 48.4 10.31 1.651 359.949 0.00 2.278 2.50 0.00 0.00 0 0.00□ EXISTING STORM DRAIN AT STA 13+92. 2 EXISTING CONDITION 1000.00 . I w C H E R 1002.19 1004.38 1006.58 1008.77 1010.96 1013 .15 I w C H E R 1015.34 1017.54 1019.73 1021. 92 1024 .11 1026.30 1028.50 1030.69 1032.88 1035.07 I w C H E R 1037.26 1039.46 1041. 65 1043 .84 1046 ,03 1048 ,22 1050 .42 1052.61 I w C H E JX 1054.80 1056.99 I w X E R 1059.18 I w CH E R 1061.38 I w X E R 1063.57 I w CH E R 1065.76 I w X E R 1067.95 I w X E R 1070 ,14 I w X E R 1072.34 I w X E R 1074.53 r w X E R Page 3 1076. 72 1078 .91 1081 .11 1083.30 1085.49 1087.68 1089.87 1092.07 1094.26 1096.45 1098.64 1100.83 1103.03 1105.22 1107.41 1109. 60 1111.79 1113.99 1116.18 1118. 37 1120.56 1122.75 1124.95 1127 .14 1129. 33 1131.52 1133. 71 1135. 91 1138.10 1140 . 29 1142.48 1144. 67 1146 . 87 1149.06 1151. 25 333 .83 336.44 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH w WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT y WALL ENTRANCE OR EXIT 2 . STATIONS FOR POINTS AT A JUMP I w X I w I w I I I I I 339.05 341.67 344.28 346 .89 349.50 352 .11 MAY NOT BE PLOTTED EXACTLY□ Page 4 E CH E X E W CH E W CH E W CH E W CH E W CH E I W CH E I W CH I WCH I WCH I wx I XH I CHW I CHW I WCH I W CH I WCH I wx I WCH 354.73 357.34 E E E E E E E E l:l E E E 359.95 R R R R R JX R R R R R R R JX R R R R R R R EXISTING STORM DRAIN AT STA 13+92.20 HYDRAULIC CALCULATIONS PROPOSED PEAK FLOW RATES S~//P,)/J/CASD/DfT p~ fllW. JIQ CD PLAN -l/ONSH. C O N S U ti'NT S 2710 L,._._,.,,nu■Wul SIJI\II 100 Ccrl'abad, Calfforn/Q 920al 7~J1-7100 Foe 7&0--9J1-"'80 ,. ... .od,iycorailbil,,,gm 1;M1.En;1M1rin11 Plannl'll1 Pro=uir,g ..... ,.,, DESIGNED BY: --1t.R.AL_ o,,rr, SEP'(El&Jl 2004 DRAWN BY· I G G ll sc,u:: ..!:..:....!9'. PROJECT MG~.:....J.Q.!..._ JOB NO.:~ 'D So. ~ ~ t8'. SC.IU: 1"•40' I I \ \1sAf1.1.1 • SJ,26' 111 fu SEWER DATA !::Ila:: DELTAI ING RADIUS LENGTH REMARKS I H 71' ., --16.S.IXI ID* l'YC ll1fVi' ✓C-f{J()J z b. ~ 67(),fXT IJ6.M . . ., H . 216.~T . . I b. ~ 00.011 F/".II . . STORM ORAIN DATA (Nell □El.TA/BEARING RAlllUS LENG1H REWRKS I N N'fl97J/. l --2/1.TS' »•~-l.»D-D• ,, If :Nll1'tJf C --52.SO SU'lla'~ I.W,..D ., HN11li'C --IS.71 . .. • lf21"J1'SJ'C --S/1.6(/ 5' l!D' .. /.Jj(J-,D ,.. s N ,-~'TT, /16.I)() 11 «:, • 1.JS4.D lDS' IIDW • 6 H 14'/19'11 W --IJ1.1F SI KP . ._ tJ$D-D .. I I!,,~ 05'16"7 651.00 6$.6I u-IICJ'-/JS/HJ ii NZ8"1 C 67.1.J 2,r I/Cl' ... IJ50-D n • WATE/i-171iHT JOINT$ ~ I/SC 5/XIO PSI crJIICKCTf 'tl17H I 1/z' BEJWm{ INS/0£ FACl: AND H£/Nrot/CIHI, SEE SHEU Na. f RJII SIJIIFA(E /JIPROf£JIENT P1Al{S SEE ~ Na. JI RJII !il(Jl{fN(J ,t Sll1IPING PWfS CAIJllON I/ CONTRACTTR TD 'DIF'f' THE EXACT lOCA T1CW rF EXISTING IJT/tJTlES IN 'TH£ Fl£ZI) PH/CW TD ctJNSTRIJCTTaW STORM DRAIN CROSSING STA. 15+30.35 SCAlE: 1NY11Z-1•0 w ',fllr.-,·-r llfliiJ/ E1£CTRIHC OAT.A Fll£S ARE FOR REFERENC£ ll'LY AND ARE NOT TrJ BE IJS£D Fa/ HORIZONTAi. <YI 'tERTlCAJ. 'SUi'IEY CONma. fsHJlfll CITY OF CARLSBAD ,,~ECTS I t---+--t-------------+--+--t---t-------1 ~. EHGINWIING OEPARlMEHT . J,/ t----+---+--------------1--t---1----+---1 (l PY1 -· /11'C ; C.8. \ 0 S£r ~ 10,-IA .-----------=2...1.-....:.. BENCHMARK: 1---1---1---------------------1---1 S£WCJI l'W($ ~ PrlllJC S1rJliJ/ OIWli !'WIS "111: "AS-BUILT " ~ EXP.~· OAT[ DESCRIPTION: LOCA]JON: STAN/JAIID Sl11£IT Sl/Rl£Y MON/Jl,/B/T Al'Pl10X. 1-FEET SOUTH CF PALOMAR AJRPOlrT ROAD ON CENTERUN< CF EL CAMINO RW ' RECORD FROM: NORTH COl/N7Y 'EIITICAL CONTROi. DATA R-1800 .JrJ8+711 ELEVATION: 297.25 M.S.L DATUM: 11/M) 1929 OAlE INmAL OfCl\"tER CF 1IID.C0C AS-t11u· REVISION DESCRIPTION DA~ INITIAL DAlt H11M- OTl/81 JPPROVAL QTY APPROVAi.. CARLSBAD li'ACEWAY UONSHEAO AVENUE c.r. !111-10 PROJECT NO. I ORAl~NG NO, C.T. 98-10 . 409-1 'i' .. -.... ·-±·t '=====""""-==========="'""""'------------------...,.,......,,,.,,"""""'"""="""""""""""-"""""""""'"""""~!!!"""'==--!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!ll!!---------------""""4-),-, ~;>1~:t=.~~r~t?~af.22jJ~ :·~~){ r <!'.' □ DATE: 4/28/2022 TIME: 12:10 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV y (1) Y(2) Y(3) Y(4) Y(5) y (6) Y(7) y (8) y (9) Y(lO) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 18 4 1. 50 CD 30 4 2 .50 CD 54 4 4 .50 □ F O 5 1 5 p PAGE NO 3 WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - EXISTING STORM DRAIN AT STA 13+92 .2 HEADING LINE NO 2 IS - PROPOSED CONDITION HEADING LINE NO 3 IS - □ F 0 5 1 5 p PAGE NO 2 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET • • • u/s DATA STATION INVERT SECT w s ELEV 1000.00 333.83 54 0.00 ELEMENT NO 2 IS A REACH . . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1050.60 341.50 54 0 .013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A JUNCTION • • . . • . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1055.26 343.50 30 54 0 0 .013 59.3 0.0 343.81 0.00 70.00 0.00 ELEMENT NO 4 IS A REACH . • . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1071. 00 352.50 30 0 .013 0.00 0.00 0.00 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 1074.50 352.83 30 18 0 0 . 013 3.6 0.0 352.83 0.00 90.00 0.00 ELEMENT NO 6 IS A REACH * . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1127.00 354.90 30 0 .013 0.00 0.00 0 .00 0 ELEMENT NO 7 IS A JUNCTION . . . • • U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1130.50 355.23 30 18 0 0,013 4.9 0.0 355.23 0.00 90.00 0.00 ELEMENT NO 8 IS A REACH • • • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1151. 25 356.02 30 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS • . U/S DATA STATION INVERT SECT w s ELEV 1151. 25 356.02 30 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC □ LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING EXISTING STORM DRAIN AT STA 13+92.2 PROPOSED CONDITION STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 1000.00 333 .83 1. 436 335.266 147 .8 33.81 17.746 353 .012 0.00 3.569 4.50 0 .00 0.00 0 0.00 21.04 0.15158 .112089 2.36 1.340 0.00 1021.04 337.02 1. 462 338.481 147 .8 32.97 16.878 355.359 0.00 3.569 4.50 0.00 0.00 0 0.00 29.56 0.15158 .101455 3.00 1.340 0.00 1050 .60 341.50 1.514 343.014 147.8 31. 43 15.343 358.357 0.00 3.569 4.50 0 .00 0.00 0 0.00 JUNCT STR 0.42918 .104464 0.49 0.00 1055 .26 343 .50 1.452 344.952 88 .5 29.94 13. 918 358.870 0 .00 2.476 2.50 0.00 0.00 0 0 .00 1. 60 0.57179 .110045 0.18 0.912 0.00 1056 .86 344.41 1.486 345.898 88.5 29.08 13.134 359.032 0.00 2.476 2.50 0.00 0.00 0 0.00 Page 1 2.40 0 .57179 .099873 0 .24 0 .912 0.00 1059.26 345.79 1. 547 347,332 88.5 27.73 11. 944 359.276 0.00 2.476 2.50 0 .00 0.00 0 0.00 2 .11 0 .57179 .088517 0.19 0. 912 0.00 1061. 37 346.99 1. 612 348.605 88.5 26.44 10.856 359.461 0.00 2.476 2.50 0 .00 0.00 0 0 .00 1. 86 0.57179 .078598 0 .15 0 .912 0 .00 1063.23 348.06 1 .681 349 .738 88 .5 25.21 9.872 359 .610 0 .00 2 .476 2 .50 0.00 0 .00 0 0.00 1. 64 0.57179 .069944 0 .11 0.912 0.00 1064.87 349 .00 1.755 350 .750 88.5 24.04 8. 971 359 .721 0.00 2 .476 2.50 0.00 0.00 0 0.00 1.45 0 .57179 .062410 0.09 0 .912 0.00 1066.32 349.82 1 .834 351 .656 88 .5 22.92 8.158 359.814 0.00 2.476 2.50 0 .00 0 .00 0 0.00 1. 26 0.57179 .055912 0.07 0. 912 0.00 1067.58 350.55 1.922 352.468 88 .5 21. 85 7.415 359.883 0.00 2.476 2.50 0 .00 0.00 0 0 .00 1.11 0 .57179 .050383 0.06 0. 912 0 .00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING EXISTING STORM DRAIN AT STA 13+92 .2 PROPOSED CONDITION STATION INVERT DEPTH w.s. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 1068.69 351.18 2.019 353.198 88.5 20.83 6 .740 359.938 0.00 2.476 2.50 0.00 0.00 0 0 .00 0.96 0 .57179 . 045771 0 .04 0 .912 0.00 1069.65 351.73 2 .129 353.854 88 .5 19 .87 6 .128 359.982 0.00 2 .476 2.50 0.00 0.00 0 0 .00 0.80 0.57179 .042239 0.03 0. 912 0.00 1070.45 352.18 2.262 354.445 88.5 18.94 5. 572 360.017 0.00 2 .476 2.50 0.00 0.00 0 0 .00 0.55 0.57179 .041862 0 .02 0.912 0.00 1071. 00 352.50 2 .476 354. 976 88.5 18.06 5.063 360.039 0.00 2 .476 2 .50 0.00 0.00 0 0 .00 JUNCT STR 0.09429 .042894 0.15 0.00 1074. 50 352.83 3 .117 355.947 84.9 17.29 4.645 360.592 0.00 2.472 2.50 0.00 0.00 0 0.00 52.50 0.03943 .042844 2 .25 2.160 0.00 1127.00 354.90 3.297 358.197 84.9 17.29 4 .645 362.842 0.00 2 . 472 2 .50 0 .00 0.00 0 0 .00 JUNCT STR 0 .09429 .040442 0.14 0.00 1130.50 355.23 4.150 359.380 80.0 16.30 4.124 363 .504 0.00 2.465 2.50 0.00 0.00 0 0 .00 20.75 0 .03807 .038041 0 .79 2.050 0 .00 1151. 25 356.02 4 .149 360.169 80.0 16.30 4 .124 364.293 0 .00 2 .465 2 .50 0.00 0 .00 0 0.000 EXISTING STORM DRAIN AT STA 13+92. 2 PROPOSED CONDITION 1000.00 ,I w C H E R 1003 .09 1006.17 1009.26 1012.35 1015.43 1018 .52 1021. 61 I w C H E R 1024.69 1027.78 1030.87 1033.95 1037.04 1040 .13 1043.21 1046.30 1049.39 1052.47 I w C H E JX 1055.56 I w X E R 1058.65 I w X E R 1061.73 I w X E R 1064.82 I w X E R 1067.91 I w X E R 1070.99 I w CH E R Page 2 1074.08 1077.17 1080.26 1083.34 1086.43 1089.52 1092,60 1095.69 1098.78 1101.86 1104 . 95 1108 ,04 1111.12 1114, 21 1117.30 1120 .38 1123 .47 1126 .56 1129 .64 1132 ,73 1135 . 82 1138 .90 1141. 99 1145.08 1148.16 1151. 25 333.83 NOT E S 1 . GLOSSARY I INVERT ELEVATION C ~ CRITICAL DEPTH 336.88 W ~ WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E • ENERGY GRADE LINE X ~ CURVES CROSSING OVER B ~ BRIDGE ENTRANCE OR EXIT Y ~ WALL ENTRANCE OR EXIT 339. 92 342.97 346.02 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ I w X I W X I W X I wx I I I 349.06 352 .11 Page 3 E R E R E R E R wx E R X E JX X W E R I X W E JX I X w E R I CH w E R 355.15 358.20 361. 25 364.29 100- £.G .. L Q100=84.9 a:5 WAX=17.3 FPS al00=88.5 a:s AX=29.9 FPS 30" RCP 0100=80.0 a:5 WAX=16.3 FPS EXISTING C.M.P. RISER ONSITE LINE "A" AND LATERALS D DATE: 4/2B/2022 TIME: 9: 2 FOSlSP WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(lO) DROP CD D 36 4 3.00 F 0 5 1 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LINE Al -DOWNSTREAM HEADING LINE NO 3 IS - 100-YEAR F 0 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 3 IS A REACH U/S DATA 1000.00 362.50 36 STATION INVERT SECT 1007.47 363.B5 36 * * * STATION INVERT SECT 1033.52 36B.56 36 N 0 .012 N 0.012 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * W S ELEV 36B.00 U/S DATA STATION INVERT SECT W S ELEV 1033.52 368.56 36 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 D PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 45.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV =INV+ DC D LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE Al -DOWNSTREAM 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD.EL . SUPER CRITICAL L/ELEM so 1000.00 362.50 5 .500 368.000 43 .4 7.47 0.18072 1007.47 363.85 4.264 368.114 43.4 0.30 0.18081 1007.77 363.90 4.213 368 .118 43.4 HYDRAULIC JUMP 1007.77 363.90 1.052 364.957 43.4 3.01 0.18081 1010.78 364 .45 1.080 365.528 43.4 3.40 0.18081 1014.18 365.06 1.119 366.183 43.4 2.95 0.18081 1017.13 365.60 1.159 366.756 43.4 2.56 0.18081 1019.69 366.06 1.201 367.260 43.4 2.22 0.18081 1021.91 366.46 1.245 367.706 43.4 1.93 0.18081 1023.84 366.81 1.291 368.101 43.4 1. 69 0 .18081 6.14 6.14 6.14 19.63 18.93 18.05 17.20 16.40 15.64 14.91 SF AVE 0.585 .003608 0.585 .003608 0.585 5.983 . 049280 5.563 .043894 5.057 .038496 4.595 .033770 4.177 .029641 3.798 .026030 3.452 .022871 HF 368.585 0.03 368.699 0.00 368.703 370.940 0.15 371.091 0.15 371. 240 0 .11 371.351 0.09 371.437 0.07 371. 504 0.05 371. 553 0.04 Page 1 ELEV DEPTH NORM DEPTH 0.00 2.146 0.760 0.00 2.146 0.760 0.00 2.146 0.00 2.146 0.760 0.00 2.146 0.760 0.00 2.146 0.760 0.00 2.146 0.760 0.00 2.146 0.760 0.00 2.146 0.760 0.00 2.146 0.760 HGT/ DIA 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 BASE/ ID NO. ZL NO AVBPR PIER ZR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1025.53 367 .12 1. 339 368.454 43.4 14.22 3.138 371. 592 0.00 2.146 3.00 0.00 0 .00 0 0.00 1. 46 0.18081 .020105 0.03 0.760 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE Al -DOWNSTREAM 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ••...••••••..•.....•.•...••.•.•...••......•••......•.•......•..•..•.••••......•.•.•....•.••.......•.•..........•..•••....•.....••.• 1026.99 367.38 1. 389 368.768 43.4 13. 55 2 .853 371 .621 0.00 2.146 3.00 0 .00 0.00 0 0.00 1.27 0.18081 .017681 0.02 0.760 0.00 1028.26 367.61 1 .441 369.050 43.4 12.92 2.594 371. 644 0.00 2.146 3.00 0.00 0.00 0 0 .00 1.10 0.18081 .015555 0.02 0.760 0.00 1029.36 367.81 1 .495 369.303 43.4 12.32 2.358 371.661 0.00 2.146 3.00 0 .00 0.00 0 0.00 0.94 0.18081 .013698 0 .01 0.760 0.00 1030.30 367.98 1. 553 369.530 43.4 11. 75 2.143 371.673 0.00 2.146 3.00 0.00 0.00 0 0.00 0.80 0.18081 .012074 0.01 0.760 0.00 1031.10 368.12 1. 613 369.735 43 .4 11.20 1.949 371 .684 0 .00 2.146 3 .00 0.00 0.00 0 0 .00 0.67 0.18081 .010649 0.01 0.760 0.00 1031. 77 368 .24 1. 676 369.919 43 .4 10 .68 1.772 371. 691 0.00 2.146 3.00 0.00 0.00 0 0.00 0 .55 0.18081 .009403 0.01 0.760 0.00 1032.32 368 .34 1.743 370.086 43.4 10.19 1. 611 371.697 0.00 2.146 3.00 0.00 0.00 0 0.00 0.44 0.18081 .008313 0.00 0.760 0.00 1032.76 368.42 1. 813 370.236 43.4 9. 71 1. 464 371. 700 0.00 2.146 3.00 0.00 0.00 0 0.00 0.34 0.18081 .007359 0.00 0.760 0.00 1033.10 368.48 1. 888 370 .371 43 .4 9 .26 1.331 371. 702 0.00 2 .146 3.00 0.00 0 .00 0 0.00 0.23 0.18081 .006527 0.00 0.760 0.00 1033.33 368.53 1. 968 370.494 43.4 8.83 1.210 371.704 0.00 2.146 3.00 0.00 0.00 0 0.00 0 .14 0.18081 .005800 0.00 0.760 0.00 1033.47 368.55 2.053 370.605 43.4 8.42 1.100 371.705 0.00 2.146 3.00 0.00 0.00 0 0.00 0.05 0.18081 .005164 0.00 0.760 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE Al -DOWNSTREAM 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR .....••...•...•.....•••..•...•••.•....•.••..•.....••..•.•...•.•.•..••••.......•..•....................•...•.....•...•.....•.......• 1033.52 368.56 2.146 370.706 43.4 8.02 0.999 371. 705 0.00 2.146 3.00 0.00 0.00 0 0.00□ TEI JOB NO 3911 LINE Al -DOWNSTREAM 100-YEAR 1000.00 .1 C H w E R 1000 .68 1001 .37 1002 .05 1002 .74 1003.42 1004 .10 1004 ,79 1005.47 1006.16 1006,84 1007.52 I C H I, E R 1008,21 I C H w E R 1008.89 I w C H E R 1009.58 1010.26 1010.95 I w C H E R 1011.63 Page 2 1012.31 1013. 00 1013. 68 1014.37 1015.05 1015.73 1016.42 1017 .10 1017.79 1018 .47 1019.15 1019 .84 1020.52 1021 .21 1021. 89 1022.57 1023.26 1023.94 1024.63 1025.31 1026.00 1026 .68 1027.36 1028.05 1028.73 1029.42 1030.10 1030.78 1031. 47 1032.15 1032.84 1033 .52 362.5.0 363.42 N O T E S 1 . GLOSSARY 2 . I INVERT ELEVATION C CRITICAL DEPTH w WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT y WALL ENTRANCE OR EXIT STATIONS FOR POINTS AT A JUMP I w C H I w C I w C I w I w I w I I I I I I I I 364.34 365.26 366.18 367 .10 368.02 MAY NOT BE PLOTTED EXACTLY□ Page 3 E R H E R H E R C H E R C H E R C H E R w C H E R w C H E R w C H E R w C H E R w C H E R w C H E R w C H E R w C H E R 368 .94 369.86 370. 78 371. 70 D DATE: 4/28/2022 TIME: 9:10 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP □ CD CD CD 24 42 60 4 4 4 2 .00 3 .50 5.00 F0515P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LINE A2 -UPSTREAM HEADING LINE NO 3 IS - 100-YEAR F O 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO 2 IS A REACH U/S DATA 3 IS A REACH U/S DATA 4 IS A REACH U/S DATA 5 IS A REACH U/S DATA 6 IS A REACH U/S DATA 7 IS A REACH U/S DATA 8 IS A REACH U/S DATA 9 IS A JUNCTION U/S DATA ELEMENT NO 10 IS A REACH U/S DATA 1037.52 361.00 60 STATION INVERT SECT 1062.26 361.06 60 . . STATION INVERT SECT 1079.93 361.10 60 STATION INVERT SECT 1206.83 361.42 60 STATION INVERT SECT 1210.83 361.77 60 . . . STATION INVERT SECT 1337.89 362.08 60 . . STATION INVERT SECT 1373.23 362.17 60 . . . STATION INVERT SECT 1434.78 362.33 60 . . STATION 1438.78 INVERT 362.66 SECT LAT-1 LAT-2 60 24 0 . . . STATION INVERT SECT 1780.07 363 .51 60 ELEMENT NO 11 IS A TRANSITION * * U/S DATA STATION INVERT SECT ELEMENT NO 12 IS A REACH U/S DATA 1784.07 365.01 42 STATION INVERT SECT 1804.07 367.32 42 N 0.012 N 0.012 N 0 .012 N 0.012 N 0.012 N 0.012 N 0.012 N 0 .012 N 0.012 N 0.014 N 0.012 F O 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH U/S DATA ELEMENT NO 14 IS A REACH U/S DATA ELEMENT NO 15 IS A REACH U/S DATA . . . STATION INVERT SECT 2063.12 367.97 42 . . STATION INVERT SECT 2080.79 368.01 42 . . . STATION INVERT SECT 2099.42 368.06 42 ELEMENT NO 16 IS A SYSTEM HEADWORKS • U/S DATA STATION INVERT SECT 2099.42 368.06 42 NO J::UlT BRRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING N 0.012 N 0.012 N 0.012 Page 1 Q3 21. 7 Q4 0.0 W S ELEV 370.71 PAGE NO 3 □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 45.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 90.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 INVERT-3 INVERT-4 PHI 3 45.00 PHI 4 0.00 363.73 0.00 W S ELEV 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 OD PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 45.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC D LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE A2 -UPSTREAM 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ••••••••.......•.•••••...•.•......••.•••....•..•.••...••••••......•.••.....•••••..•....••.••....•...•.......•.......•.....•....•••. 1037.52 361.00 9.710 370.710 43.4 2.21 0.076 370.786 0.00 1.841 5.00 0.00 0.00 0 0.00 24.74 0.00243 .000237 0 .01 1. 919 0.00 1062.26 361.06 9.656 370.716 43.4 2.21 0.076 370.792 0.00 1.841 5.00 0.00 0.00 0 0.00 17.67 0.00226 .000237 0.00 1.955 0.00 1079.93 361.10 9.631 370.731 43.4 2.21 0.076 370.807 0.00 1. 841 5.00 0.00 0.00 0 0.00 126.90 0.00252 .000237 0.03 1. 899 0.00 1206.83 361. 42 9.341 370.761 43.4 2.21 0.076 370.837 0.00 1.841 5.00 0.00 0.00 0 0.00 4 .00 0 .08750 .000237 0.00 0.774 0.00 1210.83 361. 77 8.996 370.766 43.4 2.21 0.076 370.842 0.00 1.841 5.00 0.00 0.00 0 0.00 127 .06 0.00244 .000237 0.03 1. 916 0.00 1337.89 362.08 8. 716 370.796 43.4 2 .21 0.076 370. 872 0.00 1.841 5.00 0.00 0.00 0 0.00 35.34 0.00255 .000237 0.01 1. 894 0.00 1373.23 362 .17 8.649 370.819 43 .4 2 .21 0.076 370.895 0.00 1.841 5 .00 0 .00 0.00 0 0.00 61.55 0.00260 .000237 0.01 1.883 0.00 1434. 78 362.33 8.504 370.834 43.4 2.21 0.076 370. 910 0.00 1.841 5.00 0.00 0.00 0 0.00 JUNCT STR 0.08250 .000148 0.00 0.00 1438.78 362.66 8.231 370.891 21. 7 1.11 0.019 370.910 0.00 1.287 5.00 0.00 0.00 0 0.00 341. 29 0.00249 .000059 0.02 1. 326 0.00 1780.07 363.51 7.401 370.911 21. 7 1.11 0.019 370.930 0.00 1.287 5.00 0 .00 0.00 0 0.00 TRANS STR 0.37500 . 000311 0.00 0.00 1784.07 365 .01 5.855 370.865 21. 7 2 .26 0.079 370.944 0.00 1.429 3.50 0 .00 0.00 0 0.00 20.00 0.11550 .000396 0.01 0.573 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE A2 -UPSTREAM 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL . ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR •.•......•••••.••.•....•.•.......••.......••..•.•....••••.......••••.....•.•••.•.........•••......•••••.•..•..•......•••.....••.... 1804.07 367.32 3.553 370.873 21. 7 2.26 0.079 370.952 0.00 1. 429 3.50 0 .00 0.00 0 0 .00 24.86 0.00251 .000393 0.01 1. 533 0.00 1828.93 367.38 3.500 370.882 21. 7 2.26 0.079 370.961 0.00 1.429 3.50 0.00 0.00 0 0.00 147.64 0.00251 .000369 0.05 1. 533 0.00 1976 .57 367 .75 3.175 370.928 21.7 2.37 0.087 371. 015 0.00 1.429 3.50 0.00 0.00 0 0.00 83.40 0.00251 .000359 0.03 1. 533 0.00 2059 .97 367.96 2.987 370.949 21. 7 2 .48 0 .096 371.045 0.00 1.429 3.50 0.00 0.00 0 0.00 3.15 0.00251 . 000371 0.00 1. 533 0.00 2063.12 367.97 2.980 370.950 21. 7 2.49 0.096 371. 046 0.00 1.429 3.50 0.00 0.00 0 0.00 17.67 0.00226 .000375 0.01 1.580 0 .00 2080.79 368.01 2.945 370.955 21. 7 2.51 0.098 371. 053 0.00 1.429 3.50 0.00 0.00 0 0.00 18 .63 0.00268 .000384 0.01 1.505 0.00 2099.42 368.06 2.899 370 .959 21. 7 2.55 0.101 371. 060 0.00 1.429 3 .50 0.00 0.00 0 0.000 TEI JOB NO 3911 LINE A2 -UPSTREAM 100-YEAR Page 2 1037.52 .l C H WE R 1059.19 1080.86 .I C H X R 1102.53 .I C H X R 1124.21 1145.88 1167.55 1189.22 1210.89 I C H WE R 1232 .56 I C H WE R 1254.23 1275.91 1297.58 1319 .25 1340.92 I C H WE R 1362 .59 1384.26 I C R WE R 1405 .93 1427.61 1449.28 I C H X JX 1470.95 I C H X R 1492.62 1514.29 1535.96 1557.63 1579.31 1600 .98 1622.65 1644.32 1665.99 1687 .66 1709.33 1731 .01 1752.68 1774.35 1796.02 I C H WE TX 1817.69 I C H WE R 1839.36 I C HWE R 1861. 03 I C XE R 1882.71 1904.38 1926.05 1947.72 1969.39 1991 .06 I C X H R 2012. 73 2034.41 2056 .08 2077 . 75 I C WE H R 2099 .42 I C WE H R 361. 00 362.06 363 .11 364.17 365.22 366.28 367.34 368.39 369.45 370.50 371. 56 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH w = WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT y WALL ENTRANCE OR EXIT 2. STATIONS FOR POI NTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ Page 3 □ DATE: 4/28/2022 TIME: 9: 15 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD 0 24 4 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - 2.00 F 0 5 1 5 P WATER SURFACE PROFILE -TITLE CARD LISTING TEI JOB NO 3911 LATERAL Al 100-YEAR F 0 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * . u/s DATA STATION 1003.71 ELEMENT NO 2 IS A REACH * U/S DATA STATION 1027.97 INVERT 363.73 * INVERT 366.92 SECT 24 SECT 24 . N 0.012 ELEMENT NO 3 IS A SYSTEM HEADWORKS • • W S ELEV 370.89 U/S DATA STATION INVERT SECT W S ELEV 1027.97 366.92 24 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC □ PAGE LICENSEE: THIENES ENGINEERING FOSlSP WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Al 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL L/ELEM so 1003. 71 363.73 24.26 0.13149 1027.97 0.000 366.92 7.160 370.890 23.2 4 .187 371.107 23 .2 7.38 7.38 SF AVE 0.847 .008961 0 .847 HF 371. 737 0.22 371.954 ELEV DEPTH 0.00 1.712 0.00 1.712 ** WARNING NO. 22 ** -NO PLOT GENERATED, BAD DATA OR NOT ENOUGH POINTS, 3 OR LESS D Page 1 NORM DEPTH 0.700 HGT/ DIA 2.00 2.00 l BASE/ ID NO. ZL NO AVBPR PIER ZR 0.00 0.00 0.00 0.00 0.00 0 0.00 0 ONSITE LINE "B" AND LATERALS D DATE: 4/28/2022 TIME: 10: 3 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT l BASE ZL ZR INV DROP Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) D CODE CD CD CD NO 18 24 12 TYPE PIERS 4 4 4 WIDTH DIAMETER WIDTH 1.50 2 .00 1.00 F O 5 l 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO l IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LINE B HEADING LINE NO 3 IS - 100-YEAR F0515P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET + + * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 3 IS A REACH U/S DATA 4 IS A REACH U/S DATA 5 IS A REACH U/S DATA 6 IS A REACH U/S DATA 7 IS A REACH U/S DATA 8 IS A JUNCTION U/S DATA 9 IS A REACH U/S DATA 1393.00 364.96 18 STATION INVERT SECT 1395.55 364.98 18 + • + STATION INVERT SECT 1413.23 365.06 18 * * * STATION INVERT SECT 1446.60 365.23 18 * + STATION INVERT SECT 1450.60 365.56 18 * + • STATION INVERT SECT 1468.27 365.65 18 STATION INVERT SECT 1605.55 366.33 18 * + STATION 1609.55 INVERT 366.66 SECT LAT-1 LAT-2 18 12 0 + * STATION INVERT SECT 1728.05 367.25 18 * N 0.012 N 0.012 N 0.012 N 0.012 N 0 .012 N 0.012 N 0.012 N 0.012 Q3 0.3 Q4 0.0 W S ELEV 368.00 PAGE NO 3 0 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 45.00 0 .00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 RADIUS ANGLE ANG PT MAN H 22.50 45.00 0 .00 0 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0 .00 0 INVERT-3 INVERT-4 PHI 3 90.00 PHI 4 0.00 366.58 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 10 IS A JUNCTION u/s DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 90.00 PHI 4 0.00 1728.05 367.25 18 12 0 0 .012 l .l 0.0 367.50 0.00 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 11 IS A REACH U/S DATA * + * STATION INVERT SECT 1737.55 367.30 18 F O 5 l 5 P N 0 .012 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 00 PAGE NO 3 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 12 IS A REACH U/S DATA ELEMENT NO 13 IS A JUNCTION U/S DATA STATION INVERT SECT N 0.012 RADIUS ANGLE ANG PT MAN H 1757.21 367.40 18 22.50 45.00 0.00 0 STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 1757.21 367.40 18 12 0 0.012 0 .1 0 .0 367.65 0 .00 PHI 3 90.00 PHI 4 0.00 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 14 IS A REACH U/S DATA ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT 1772.90 367.48 18 STATION INVERT SECT 1776.90 367.81 18 N 0.012 N 0.012 Pagel RADIUS ANGLE ANG PT MAN H 22.50 45.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 l ELEMENT NO 16 IS A REACH U/S DATA ELEMENT NO STATION INVERT SECT 1950.90 368.68 18 * * N 0.012 17 IS A JUNCTION U/S DATA STATION 1950.90 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV THE ABOVE ELEMENT CONTAINED AN INVERT ELEV INVERT SECT LAT-1 LAT-2 N 368.68 18 12 0 0.012 WHICH WAS NOT GREATER THAN THE WHICH WAS NOT GREATER THAN THE ELEMENT NO 18 IS A REACH U/S DATA ELEMENT NO 19 IS A JUNCTION U/S DATA ELEMENT NO 20 IS A REACH U/S DATA ELEMENT NO 21 IS A JUNCTION U/S DATA THE ABOVE ELEMENT CONTAINED AN THE ABOVE ELEMENT CONTAINED AN * * • STATION INVERT SECT 1996.19 368.91 18 STATION 2000.19 INVERT 369.24 SECT LAT-1 LAT-2 18 12 0 . . . STATION INVERT SECT 2147.71 369.98 18 • N 0.012 N 0.012 N 0.012 STATION INVERT SECT LAT-1 LAT-2 N 2147.71 369.98 INVERT ELEV WHICH WAS INVERT ELEV WHICH WAS 18 12 0 0.012 NOT GREATER THAN THE NOT GREATER THAN THE F O 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 22 IS A REACH U/S DATA ELEMENT NO 23 IS A JUNCTION U/S DATA ELEMENT NO 24 IS A REACH U/S DATA . . . STATION INVERT SECT 2292.49 370.70 18 STATION 2296.49 INVERT 371. 03 SECT LAT-1 LAT-2 12 12 0 STATION INVERT SECT 2319.76 371.15 12 N 0.012 N 0.012 N 0 .012 Q3 1.8 PREVIOUS PREVIOUS Q3 1.2 Q3 0.4 PREVIOUS PREVIOUS Q3 0.9 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 Q4 INVERT-3 INVERT-4 PHI 3 90.00 PHI 4 0.00 0 .0 368.93 0.00 INVERT ELEV -WARNING INVERT ELEV -WARNING Q4 0.0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 INVERT-3 INVERT-4 369.23 0.00 PHI 3 90.00 PHI 4 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 Q4 INVERT-3 INVERT-4 PHI 3 90.00 PHI 4 0.00 0.0 370.23 0.00 INVERT ELEV -WARNING INVERT ELEV -WARNING D Q4 0.0 PAGE NO 4 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 INVERT-3 INVERT-4 371.02 0.00 PHI 3 90.00 PHI 4 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ELEMENT NO 25 IS A JUNCTION U/S DATA STATION 2319.76 INVERT 371.15 WHICH WHICH SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 90.00 PHI 4 0.00 12 12 0 0.012 0.5 0.0 371.15 0.00 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 26 IS A REACH U/S DATA ELEMENT NO * • * STATION INVERT SECT 2490.30 372.00 12 * N 0.012 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 27 IS A JUNCTION U/S DATA • STATION 2494.30 INVERT 372.33 SECT LAT-1 LAT-2 N 0.012 Q3 0.5 Q4 0.0 INVERT-) INVERT-4 PHI 3 90.00 PHI 4 0.00 12 18 0 372.32 0.00 ELEMENT NO 28 IS A REACH U/S DATA ELEMENT NO 29 IS A REACH U/S DATA ELEMENT NO 30 IS A REACH U/S DATA ELEMENT NO 31 IS A REACH U/S DATA • * • STATION INVERT SECT 2726.99 373.49 12 . . . STATION INVERT SECT 2762 .33 373.67 12 . . . STATION INVERT SECT 2766 .33 374.00 12 STATION INVERT SECT 2785.88 376.62 12 N 0.012 N 0.012 N 0.012 N 0 .012 F 0 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 32 IS A SYSTEM HEADWORKS * • U/S DATA STATION INVERT SECT W S ELEV 2785.88 376.62 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 90.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 1 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 OD PAGE NO 5 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC D PAGE LICENSEE: THIENES ENGINEERING F0515P WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL L/ELEM so 1393.00 364.96 3.040 368.000 8.2 4.64 2.55 0.00784 1395.55 364.98 3.033 368.013 8.2 4.64 SF AVE 0. 334 . 005192 0 .334 HF 368.334 0.01 368.347 Page 2 ELEV DEPTH NORM DEPTH 0.00 1.109 1.030 0 .00 1.109 HGT/ DIA 1.50 1.50 1 BASE/ ID NO. ZL NO AVBPR PIER ZR 0 .00 0.00 0.00 0 .00 0.00 0 0 0.00 0.00 17.68 0.00453 .005192 0.09 1.400 0.00 1413.23 365 .06 3 .092 368.152 8 .2 4.64 0.334 368.486 0.00 1.109 1.50 0.00 0.00 0 0.00 33.37 0 .00509 .005192 0 .17 1.240 0 .00 1446.60 365.23 3 .096 368.326 8.2 4.64 0.334 368.660 0.00 1.109 1.50 0.00 0.00 0 0.00 4.00 0.08250 .005192 0.02 0.510 0.00 1450.60 365.56 2.803 368.363 8.2 4 .64 0 .334 368 .697 0.00 1 .109 1.50 0.00 0.00 0 0.00 17.67 0.00509 .005192 0.09 1.240 0.00 1468.27 365.65 2.852 368 .502 8.2 4.64 0.334 368.836 0.00 1.109 1.50 0.00 0.00 0 0 .00 137 .28 0.00495 .005192 0 . 71 1. 260 0 .00 1605. 55 366 .33 2 .885 369.215 8.2 4.64 0.334 369.549 0.00 1.109 1.50 0.00 0.00 0 0.00 JUNCT STR 0.08250 .005005 0.02 0.00 1609 .55 366 .66 2.623 369.283 7 .9 4 .47 0.310 369.593 0.00 1. 089 1.50 0.00 0.00 0 0.00 118 . 50 0.00498 .004819 0.57 1.210 0.00 1728.05 367 .25 2.604 369.854 7 .9 4.47 0 .310 370.164 0 .00 1 .089 1. 50 0 .00 0 .00 0 0.00 JUNCT STR 0.00000 .004195 0.00 0.00 1728.05 367 .25 2.765 370 .015 6.8 3 .85 0.230 370.245 0.00 1.009 1.50 0.00 0.00 0 0.00 9.50 0 .00526 . 003571 0.03 1.040 0 .00 1737.55 367.30 2.749 370.049 6.8 3.85 0.230 370.279 0.00 1. 009 1.50 0 .00 0.00 0 0 .00 19.66 0.00509 . 003571 0.07 1.050 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ··••*••···························································································································· 1757.21 367.40 2.752 370.152 6 .8 3.85 0.230 370.382 0.00 1. 009 1. 50 0.00 0.00 0 0.00 JUNCT STR 0.00000 .003518 0.00 0.00 1757 .21 367.40 2 .765 370.165 6.7 3 .79 0.223 370.388 0.00 1.002 1. so 0.00 0 .00 0 0.00 15. 69 0.00510 .003466 0.05 1.040 0.00 1772 .90 367.48 2. 771 370.251 6 .7 3 .79 0.223 370.474 0.00 1.002 1.50 0.00 0.00 0 0 .00 4.00 0 .08250 .003466 0 .01 0 .460 0 .00 1776.90 367.81 2.466 370.276 6.7 3.79 0.223 370.499 0.00 1.002 1. 50 0 .00 0.00 0 0.00 174 .00 0.00500 .003466 0.60 1 .050 0 .00 1950.90 368 .68 2.199 370.879 6 .7 3.79 0.223 371.102 0.00 1. 002 1. 50 0.00 0.00 0 0 .00 JUNCT STR 0.00000 .002660 0.00 0.00 1950.90 368.68 2.407 371.087 4 .9 2 . 77 0 .119 371.206 0 .00 0 .851 1.50 0.00 0 .00 0 0 .00 45.29 0.00508 .001854 0.08 0.840 0.00 1996.19 368.91 2.261 371.171 4 .9 2. 77 0 .119 371. 290 0.00 0.851 1. 50 0.00 0.00 0 0 .00 JUNCT STR 0.08250 .001455 0 .01 0 .00 2000 .19 369.24 2.039 371. 279 3.7 2.09 0.068 371. 347 0.00 0.735 1.50 0 .00 0.00 0 0.00 136. 20 0.00502 .001045 0.14 0 .710 0.00 2136 .39 369. 92 1. 500 371.423 3 .7 2.09 0.068 371 . 491 0.00 0 .735 1. 50 0.00 0.00 0 0 .00 11. 32 0.00502 .000981 0.01 0.710 0.00 2147 .71 369.98 1 .452 371.432 3 .7 2 .11 0.069 371. 501 0.00 0 .735 1. so 0 .00 0.00 0 0.00 JUNCT STR 0.00000 .000849 0.00 0.00 2147.71 369 .98 1. 481 371. 461 3.3 1. 87 0.054 371. 515 0.00 0. 692 1.50 0.00 0.00 0 0.00 28.40 0 .00497 .000753 0.02 0.670 0.00 D LICENSEE: THIENES ENGINEERING FOS15P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR Page 3 STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO, PIER L/ELEM so SF AVE HF NORM DEPTH ZR ....••...........•................•..•..............•.........•............•......•..•.•..........••................•.....••......• 2176.11 370.12 1. 356 371. 477 3.3 1. 96 0.060 371. 537 0.00 0. 692 1.50 0.00 0.00 0 0.00 17.59 0.00497 .000764 0.01 0.670 0.00 2193.70 370.21 1. 276 371. 485 3.3 2.06 0.066 371.551 0.00 0.692 1.50 0.00 0.00 0 0.00 14.33 0.00497 .000828 0.01 0.670 0.00 2208.03 370.28 1.210 371.490 3.3 2.16 0.072 371. 562 0.00 0.692 1.50 0 .00 0.00 0 0.00 12.50 0.00497 .000911 0.01 0.670 0.00 2220.53 370.34 1.152 371.494 3.3 2.26 0.080 371. 574 0.00 0. 692 1.50 0.00 0.00 0 0.00 11.11 0.00497 .001012 0.01 0.670 0.00 2231.64 370 .40 1.100 371.497 3.3 2.38 0.088 371. 585 0.00 0.692 1.50 0.00 0.00 0 0.00 10.21 0.00497 .001129 0.01 0.670 0.00 2241.85 370.45 1.052 371. 500 3.3 2.49 0.096 371. 596 0.00 0. 692 1.50 0.00 0.00 0 0.00 9.27 0.00497 .001265 0.01 0.670 0.00 2251.12 370.49 1.008 371. 502 3.3 2.61 0.106 371. 608 0.00 0. 692 1.50 0.00 0 .00 0 0.00 8.84 0.00497 .001422 0.01 0.670 0.00 2259.96 370.54 0.966 371. 504 3.3 2.74 0 .117 371. 621 0.00 0.692 1.50 0.00 0.00 0 0.00 7.81 0.00497 .001602 0.01 0.670 0.00 2267. 77 370.58 0.928 371. sos 3.3 2.87 0.128 371.633 0.00 0. 692 1.50 0.00 0.00 0 0.00 7.64 0.00497 .001808 0.01 0.670 0.00 2275.41 370.62 0.891 371.506 3.3 3.01 0.141 371.647 0.00 0 .692 1.50 0.00 0.00 0 0.00 6.78 0.00497 .002043 0.01 0.670 0.00 2282.19 370.65 0.857 371.506 3.3 3.16 0.155 371. 661 0.00 0.692 1. 50 0.00 0.00 0 0.00 6.57 0.00497 .002312 0.02 0.670 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR .•.•...............•......•••.......••..........••...•...•......•........•....••........•.....•....................•.............•. 2288.76 370.68 0.824 371. 505 3. 3 3.32 0 .171 371. 676 0.00 0. 692 1.50 0.00 0.00 0 0.00 0 .28 0.00497 .002556 0.00 0 .670 0.00 2289.04 370.68 0.805 371.487 3.3 3.42 0.181 371.668 0.00 0. 692 1.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 2289.04 370.68 0.566 371. 248 3.3 5.41 0.454 371.702 0.00 0. 692 1.50 0 .00 0.00 0 0.00 3.45 0.00497 .009178 0.03 0.670 0.00 2292 .49 370.70 0.566 371.266 3.3 5.41 0.454 371.720 0.00 0.692 1.50 0 .00 0.00 0 0.00 JUNCT STR 0.08250 .007783 0.03 0.00 2296.49 371.03 0.663 371. 693 2.4 4.34 0. 292 371. 985 0.00 0.663 1.00 0.00 0.00 0 0.00 1. 69 0 .00516 .006036 0.01 0.710 0.00 2298.18 371. 04 0.691 371. 730 2.4 4.14 0.266 371.996 0.00 0.663 1.00 0.00 0.00 0 0.00 12.65 0.00516 .005496 0.07 0. 710 0.00 2310.83 371.10 0.710 371. 814 2.4 4.03 0.252 372.066 0.00 0.663 1.00 0 .00 0.00 0 0.00 8.93 0.00516 .005309 0.05 0.710 0.00 2319.76 371.15 0.710 371. 860 2.4 4.03 0.252 372.112 0.00 0.663 1.00 0 .00 0.00 0 0.00 JUNCT STR 0.00000 .003706 0.00 0.00 2319.76 371.15 0.935 372.085 1.9 2.49 0.096 372.181 0.00 0.588 1.00 0.00 0.00 0 0.00 18.04 0.00498 .002146 0.04 0.610 0.00 Page 4 2337.80 371. 24 0.874 372 .114 l. 9 2.61 0.106 372.220 0.00 0.588 l.00 0.00 0.00 0 0.00 13.90 0.00498 .002292 0.03 0.610 0.00 2351.70 371 .31 0.826 372.135 l. 9 2.74 0 .116 372.251 0.00 0.588 l.00 0 .00 0.00 0 0.00 11. 86 0.00498 .002507 0.03 0.610 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 5 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 2363.56 371.37 0. 785 372 .153 1.9 2.87 0.128 372. 281 0.00 0.588 l.00 0 .00 0.00 0 0.00 10.50 0.00498 .002775 0.03 0.610 0.00 2374.06 371. 42 0. 749 372.170 l. 9 3.01 0.141 372. 311 0.00 0.588 l.00 0.00 0.00 0 0.00 10.52 0.00498 .003090 0.03 0.610 0.00 2384.58 371.47 0. 715 372 .188 l.9 3.16 0.155 372 . 343 0.00 0.588 l.00 0.00 0.00 0 0.00 9.50 0.00498 .003456 0 ,03 0.610 0.00 2394.08 371. 52 0.685 372 .205 1.9 3.31 0.170 372 .375 0.00 0.588 1.00 0 .00 0 .00 0 0 .00 10.83 0.00498 .003878 0 ,04 0.610 0.00 2404.91 371. 57 0.656 372. 230 1. 9 3.47 0.187 372 ,417 0.00 0.588 1.00 0.00 0.00 0 0.00 11. 74 0.00498 .004365 0.05 0.610 0.00 2416.65 371. 63 0.630 372.263 1. 9 3.64 0.206 372.469 0.00 0.588 1.00 0.00 0.00 0 0.00 28.78 0.00498 .004862 0 .14 0.610 0.00 2445.43 371. 78 0.610 372.386 1. 9 3.78 0.222 372. 608 0.00 0.588 1.00 0.00 0.00 0 0.00 38.73 0.00498 .005102 0.20 0.610 0.00 2484.16 371 . 97 0.610 372.579 1. 9 3.78 0.222 372 .801 0.00 0.588 1.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 2484.16 371.97 0.568 372.537 1. 9 4.13 0.265 372.802 0.00 0.588 1.00 0.00 0.00 0 0.00 0 .00 0.00498 .006356 0.00 0.610 0.00 2484.16 371. 97 0.568 372.537 1. 9 4.12 0.264 372.801 0.00 0.588 1.00 0.00 0.00 0 0.00 3.01 0.00498 .006766 0.02 0.610 0.00 2487.17 371. 98 0.547 372.531 1. 9 4.32 0.290 372. 821 0.00 0.588 1.00 0.00 0.00 0 0.00 3.13 0.00498 .007670 0.02 0.610 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 6 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ••••••.•........•.••••••....•••.......••......••..••..•.•••••.....•..••.•......•.•.••......•....•••...•...•............•.•........• 2490 .30 372.00 0.527 372.527 1. 9 4.53 0.319 372.846 0.00 0.588 l.00 0.00 0.00 0 0.00 JUNCT STR 0.08250 .006688 0.03 0.00 2494.30 372. 33 0.501 372. 831 1. 4 3.55 0.196 373.027 0.00 0.501 l.00 0.00 0.00 0 0.00 0 .01 0.00498 .005241 0.00 0.500 0.00 2494.31 372.33 0.500 372. 830 1. 4 3.56 0.197 373.027 0.00 0.501 1.00 0.00 0.00 0 0.00 214.78 0.00498 .005259 1.13 0.500 0.00 2709.09 373.40 0.500 373 .901 1. 4 3.56 0.197 374.098 0.00 0.501 1.00 0 .00 0.00 0 0.00 HYDRAULIC JUMP 0.00 2709.09 373.40 0.476 373 .877 1. 4 3.79 0.224 374.101 0.00 0.501 1.00 0 .00 0.00 0 0.00 2.71 0.00498 .006226 0.02 0.500 0.00 2711. 80 373.41 0.476 373.890 1.4 3.79 0.224 374 .114 0.00 0.501 1.00 0.00 0.00 0 0.00 2 .63 0.00498 .006642 0.02 0.500 0.00 Page 5 2714. 43 373.43 0 .458 373.885 1 .4 3.98 0 .246 374.131 0.00 0 .501 1.00 0 .00 0 .00 0 0 .00 3.35 0.00498 .007552 0.03 0.500 0.00 2717.78 373.44 0.442 373.886 1. 4 4.18 0. 271 374.157 0.00 0 .501 1.00 0.00 0.00 0 0.00 3.07 0.00498 .008594 0 .03 0.500 0.00 2720. 85 373 .46 0.426 373 .885 1. 4 4 .37 0 .297 374.182 0 .00 0.501 1.00 0.00 0 .00 0 0 .00 3.08 0.00498 .009782 0 .03 0.500 0.00 2723. 93 373.48 0. 411 373.886 1. 4 4.59 0.327 374.213 0.00 0.501 1.00 0.00 0.00 0 0.00 3.06 0.00498 . 011150 0 .03 0 .500 0 .00 2726. 99 373.49 0.397 373 .887 1. 4 4 .81 0.359 374 .246 0.00 0 .501 1.00 0.00 0.00 0 0 .00 2.96 0.00509 .012734 0 .04 0.500 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 7 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR *******••·························································································································· 2729. 95 373.50 0 .383 373.888 1. 4 5 .05 0.397 374.285 0 .00 0 .501 1.00 0.00 0 .00 0 0.00 2.73 0 .00509 .014527 0.04 0.500 0.00 2732.68 373.52 0.369 373.888 1. 4 5.30 0.437 374 .325 0.00 0.501 1.00 0.00 0.00 0 0.00 2.67 0 .00509 .016549 0.04 0.500 0.00 2735.35 373 .53 0.356 373.889 1. 4 5 .56 0 .479 374 .368 0 .00 0 .501 1.00 0.00 0 .00 0 0.00 2.62 0 .00509 .018878 0.05 0.500 0.00 2737.97 373.55 0.344 373.890 1. 4 5.83 0.528 374 .418 0.00 0 .501 1.00 0.00 0.00 0 0.00 2.48 0 .00509 .021542 0 .05 0.500 0.00 2740.45 373 .56 0 .332 373 . 891 1. 4 6 .11 0.580 374.471 0 .00 0 .501 1.00 0 .00 0.00 0 0 .00 2.42 0 .00509 .024592 0.06 0 .500 0.00 2742.87 373.57 0.321 373. 892 1. 4 6.42 0.640 374.532 0.00 0.501 1.00 0 .00 0.00 0 0.00 2.31 0 .00509 .028082 0.06 0.500 0.00 2745.18 373.58 0.310 373.893 1. 4 6 .73 0 .703 374.596 0.00 0 .501 1.00 0.00 0 .00 0 0.00 2.23 0 .00509 .032087 0 .07 0.500 0.00 2747.41 373.59 0.300 373.894 1. 4 7.07 0.776 374.670 0.00 0.501 1.00 0.00 0.00 0 0 .00 2.14 0 .00509 .036678 0.08 0.500 0.00 2749.55 373.61 0.290 373.895 1. 4 7 .41 0 .852 374 .747 0.00 0 .501 1.00 0.00 0 .00 0 0 .00 2 .04 0.00509 .041895 0.09 0.500 0.00 2751.59 373.62 0.280 373.895 1. 4 7.78 0.939 374.834 0.00 0.501 1.00 0.00 0.00 0 0 .00 1. 95 0.00509 .047816 0.09 0.500 0.00 2753.54 373 .62 0.270 373.895 1. 4 8 .14 1. 029 374 .924 0 .00 0 .501 1.00 0 .00 0.00 0 0 .00 1. 90 0.00509 .054610 0.10 0.500 0 .00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 8 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD .EL . ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR .....•••....•.....•....•.•..•..........•..••.........••.•..•.......•...••..•.••......•......•.•••••••..............••.....••••...•• 2755.44 373.63 0.261 373 . 896 1. 4 8 .54 1 .132 375.028 0.00 0 .501 1.00 0 .00 0.00 0 0.00 1. 84 0 .00509 .062497 0 .11 0 .500 0 .00 2757.28 373.64 0.253 373.897 1.4 8.97 1.251 375 .148 0.00 0.501 1.00 0.00 0 .00 0 0 .00 1. 74 0 .00509 . 071455 0.12 0.500 0.00 2759.02 373.65 0.244 373.897 1. 4 9.40 1. 371 375.268 0.00 0 .501 1.00 0.00 0.00 0 0 .00 Page 6 1. 69 0.00509 .081655 0.14 0.500 0.00 2760.71 373 .66 0 .236 373 .898 1. 4 9.86 1. 509 375.407 0.00 0.501 1.00 0.00 0.00 0 0.00 l. 62 0 .00509 .093479 0 .15 0 .500 0.00 2762 .33 373 .67 0.229 373.899 1. 4 10.37 1.670 375.569 0.00 0.501 1.00 0.00 0.00 0 0.00 4.00 0.08250 .104288 0 .42 0.230 0.00 2766.33 374 .00 0 .224 374.224 1. 4 10 .69 1. 773 375.997 0 .00 0.501 1.00 0 .00 0 .00 0 0 .00 4.58 O .13401 .102035 0.47 0.200 0.00 2770. 91 374 .61 0.231 374.844 1.4 10 .14 1. 598 376.442 0.00 0.501 1.00 0 .00 0.00 0 0.00 3.09 0 .13401 .089339 0 .28 0.200 0.00 2774.00 375 .03 0.239 375.266 1. 4 9. 72 1. 468 376.734 0.00 0.501 1.00 0.00 0.00 0 0.00 2.23 0 .13401 .078108 0 .17 0 .200 0.00 2776.23 375.33 0.247 375 .573 1.4 9.27 1. 335 376 .908 0.00 0.501 1.00 0 .00 0 .00 0 0.00 l. 70 0.13401 .068333 0.12 0.200 0.00 2777. 93 375.55 0.256 375 .810 1.4 8 .81 l. 204 377 .014 0.00 0.501 1.00 0 .00 0.00 0 0.00 1. 37 0.13401 .059751 0.08 0.200 0.00 2779 .30 375 .74 0 .264 376.002 1. 4 8 .38 1.091 377.093 0.00 0.501 1.00 0 .00 0.00 0 0.00 1 .10 0.13401 .052264 0.06 0.200 0.00 □ LICENSEE: THIENES ENGINEERING FOSlSP PAGE 9 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR *************************••········································································································ 2780. 40 375.88 0.274 376.159 1 .4 8.00 0.994 377.153 0.00 0.501 1.00 0 .00 0.00 0 0.00 0 .92 0.13401 .045759 0.04 0 .200 0.00 2781.32 376.01 0.283 376.292 1. 4 7 .65 0.909 377.201 0.00 0.501 1.00 0.00 0.00 0 0.00 0 . 77 0.13401 .040025 0.03 0.200 0.00 2782 .09 376.11 0 .293 376.405 1.4 7 .29 0.826 377.231 0.00 0.501 1.00 0.00 0.00 0 0.00 0 .66 0 .13401 .035033 0.02 0.200 0.00 2782.75 376 .20 0.303 376.503 1. 4 6 .93 0.746 377. 249 0.00 0.501 1.00 0.00 0.00 0 0.00 0 .55 0 .13401 .030676 0.02 0 .200 0.00 2783.30 376 .27 0 .314 376.588 1. 4 6.64 0.684 377.272 0.00 0.501 1.00 0 .00 0.00 0 0.00 0 .48 0.13401 .026876 0.01 0 .200 0.00 2783.78 376 .34 0 .325 376.663 1 .4 6.31 0.618 377.281 0.00 0.501 1.00 0 .00 0.00 0 0.00 0 .41 0.13401 .023528 0.01 0 .200 0.00 2784.19 376 .39 0.336 376 . 729 1 .4 6 .03 0.565 377.294 0.00 0 .501 1.00 0 .00 0 .00 0 0 .00 0.34 0.13401 .020605 0.01 0.200 0.00 2784. 53 376 .44 0.348 376 .787 1 .4 5.74 0. 511 377.298 0.00 0.501 1.00 0.00 0.00 0 0.00 0 .29 0.13401 . 018071 0.01 0 .200 0.00 2784.82 376.48 0.361 376.839 1. 4 5.47 0.464 377.303 0.00 0.501 1.00 0 .00 0.00 0 0.00 0 .25 0 .13401 .015855 0.00 0 .200 0.00 2785 .07 376.51 0.374 376.885 1 .4 5.22 0.424 377. 309 0.00 0.501 1.00 0 .00 0.00 0 0 .00 0 .21 0.13401 . 013900 0.00 0.200 0.00 2785 .28 376.54 0.387 376.927 1. 4 4.98 0.385 377 .312 0.00 0 .501 1.00 0.00 0 .00 0 0.00 0 .17 0.13401 .012189 0.00 0 .200 0.00 □ LICENSEE: THIENES ENGINEERING FOSlSP PAGE 10 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE B 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER Page 7 L/ELEM so SF AVE HF NORM DEPTH ZR .••••••••.•....•....•......••••...•.•.•.•.....•••.......•......•••••....•..•.•....•...•..•.•.........•.......•.•...•.•...•......... 2785 . 45 376 .56 0.401 376.964 1. 4 4.75 0.350 377.314 0.00 0.501 1.00 0 .00 0.00 0 0.00 0.14 o .13401 .010701 0 .00 0.200 0 .00 2785.59 376.58 0. 416 376.997 1. 4 4.53 0.319 377.316 0.00 0.501 1.00 0.00 0.00 o 0.00 0 .11 0.13401 .009398 0 .00 0.200 0.00 2785.70 376 .60 0.431 377.027 1. 4 4.31 0.288 377.315 0.00 0.501 1.00 0.00 0.00 0 0.00 0.08 0 .13401 .008254 0.00 0.200 0.00 2785.78 376 .61 0.447 377.054 1. 4 4.12 0 .263 377.317 0 .00 0.501 1.00 0.00 0.00 0 0.00 0.06 0.13401 . 007258 0.00 0.200 0.00 2785 .84 376 .61 0.464 377.078 1. 4 3.92 0.239 377.317 0.00 0.501 1.00 0.00 0.00 0 0.00 0 .03 0 .13401 .006383 0 .00 0.200 0.00 2785.87 376 .62 0.481 377.100 1. 4 3 .74 0.218 377. 318 0.00 0.501 1.00 0.00 0.00 0 0.00 0 .01 0.13401 .005600 0 .00 0.200 0.00 2785.88 376.62 0.501 377.121 1. 4 3.55 0 .196 377.317 0.00 0.501 1.00 0.00 0.00 0 0.000 TEI JOB NO 3911 LINE B 100-YEAR 1393 . 00 . I C H w E R 1399. 60 . I C H w E R 1406 .20 1412.80 1419.41 . I C H W E R 1426.01 1432. 61 1439. 21 1445.81 1452.41 I C H w E R 1459. 01 I C H w E R 1465.61 1472.22 I C H w E R 1478.82 1485.42 1492.02 1498.62 1505.22 1511. 82 1518.43 1525.03 1531.63 1538.23 1544.83 1551. 43 1558.03 1564.63 1571. 24 1577 .84 1584 .44 1591. 04 1597.64 1604.24 1610.84 I C H w E JX 1617.45 I C H w E R 1624.05 1630.65 1637.25 1643.85 1650.45 1657.05 1663.65 1670.26 1676.86 1683.46 1690.06 1696,66 1703.26 1709.86 1716.47 1723.07 1729,67 I C H w E JX 1736.27 I C H w E R 1742 .87 I C H W E R 1749.47 1756.07 1762.67 I C H WE JX 1769.28 I C H WE R 1775.88 I C H w E R 1782.48 I C H W E R 1789.08 1795.68 1802.28 Page 8 1808.88 1815.48 1822.09 1828.69 1835.29 1841. 89 1848.49 1855.09 1861.69 1868.30 1874.90 1881. so 1888.10 1894.70 1901. 30 1907.90 1914.50 1921.11 1927. 71 1934.31 1940.91 1947.51 1954 .11 I C H w E JX 1960 . 71 I C H WE R 1967.32 1973.92 1980.52 1987.12 1993.72 2000.32 I C H WE JX 2006. 92 I C H WE R 2013.52 2020.13 2026.73 2033.33 2039.93 2046 .53 2053 .13 2059.73 2066.34 2072.94 2079.54 2086.14 2092. 74 2099.34 2105.94 2112.54 2119.15 2125.75 2132.35 2138.95 I C X R 2145.55 2152.15 I C X JX 2158 .75 I C X R 2165 .36 2171.96 2178.56 I C XH R 2185.16 2191.76 2198.36 I C WEH R 2204.96 2211. 56 I C WEH R 2218.17 2224.77 I C WE H R 2231. 37 2237.97 I C WE H R 2244.57 I C WE H R 2251.17 I C WE H R 2257.77 2264 .38 I C WE H R 2270.98 I C WE H R 2277.58 I CWE H R 2284 .18 I CWE H R 2290 .78 I CW E H R 2297.38 I CWE H R 2303.98 I WC E H R 2310.58 I WC E H JX 2317.19 I X X R 2323.79 I X X R 2330.39 I cw X R 2336.99 I X X JX 2343.59 I C XE R 2350.19 I C wx R 2356.79 I C WEH R 2363 .40 2370 .00 I CWEH R 2376 .60 I CW X R 2383 .20 2389 .80 I CWEH R 2396.40 I CWEH R 2403.00 2409.60 I CWE H R 2416.21 2422.81 I X EH R 2429.41 2436.01 2442.61 2449.21 I X EH R 2455.81 Page 9 2462.41 2469.02 2475.62 2482.22 2488.82 2495.42 2502.02 2508.62 2515.23 2521.83 2528.43 2535.03 2541.63 2548.23 2554.83 2561.43 2568.04 2574.64 2581.24 2587.84 2594.44 2601.04 2607.64 2614.25 2620.85 2627.45 2634.05 2640 .65 2647 .25 2653 .85 2660.45 2667 .06 2673 .66 2680.26 2686 .86 2693 .46 2700.06 2706 .66 2713 .27 2719 .87 2726. 47 2733.07 2739 .67 2746 .27 2752 .87 2759 .47 2766 .08 2772 .68 2779 .28 2785 .88 NO T E S l. GLOSSARY 364.96 I INVERT ELEVATION C CRITICAL DEPTH 366.23 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT 367.49 368.76 370.02 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ I I I I I 371.29 Page 10 XE H WCE H WCE H WC EH WC EH I XE I XE 372. 56 H H I XE H I X E H I XE H I XE H I X E H J WCE H I WC EH l WC E H I WC E H I we EH I we EH I WC EH 373.82 375.09 376.35 377.62 R R R R JX R R R R R R R R R R R R R R □ DATE: 4/28/2022 TIME: 10:14 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE l CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD □ 12 4 1.00 F0515P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL Bl HEADING LINE NO 3 IS - 100-YEAR F0515P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 1002.00 366.58 12 STATION INVERT SECT 1011.34 371.64 12 N 0.012 ELEMENT NO 3 IS A SYSTEM HEADWORKS • * W S ELEV 369.28 U/S DATA STATION INVERT SECT W S ELEV 1011.34 371.64 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO. 2 ** -WATER SURfACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC □ PAGE LICENSEE: THIENES ENGINEERING F0515P WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bl 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s . ELEV L/ELEM so 1002.00 366.58 2.700 369.280 3.14 0.54176 1005.14 368.28 1. 000 369.281 0.17 0.54176 1005.31 368.37 0.907 369.279 0.10 0.54176 1005.41 368.43 0.853 369.278 0.08 0.54176 1005.49 368.47 0.809 369.277 0.07 0.54176 1005.56 368.51 0.770 369.277 0 .06 0.54176 1005 .62 368.54 0.735 369.276 0 .06 0 .54176 1005 .68 368.57 0.703 369.275 0 .03 0.54176 1005. 71 368.59 0.673 369.259 HYDRAULIC JUMP 1005.71 368.59 0.101 368.687 0.91 0.54176 1006.62 369.08 0.104 369.186 0.75 0.54176 □ Q VEL 0.5 0.64 0.5 0 .64 0.5 0.67 0. 5 0.70 0.5 0.73 0 .5 0.77 0.5 0.81 0.5 0.85 0 .5 0.89 0.5 12.20 0.5 11. 36 VEL HEAD SF AVE 0.006 .000166 0.006 .000155 0.007 .000152 0.008 .000164 0.008 .000181 0.009 .000201 0.010 .000224 0.011 .000251 0.012 2.309 .344666 2.005 .299291 ENERGY GRD.EL. HF 369.286 0.00 369.287 0.00 369.286 0.00 369.286 0.00 369.285 0.00 369.286 0.00 369.286 0.00 369.286 0.00 369. 271 370.996 0.31 371.191 0.22 Page 1 SUPER CRITICAL ELEV DEPTH 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 NORM DEPTH 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 HGT/ DIA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 BASE/ ID NO. ZL NO AVBPR PIER ZR 0 .00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bl 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ******************************••···················••*••··········································································· 1007.37 369.49 0.107 369.598 0 .5 10.87 1. 835 371.433 0.00 0.293 1.00 0 .00 0.00 0 0 .00 0.59 0.54176 . 261101 0 .15 0.100 0.00 1007.96 369.81 0 .111 369.921 0.5 10.42 1. 685 371. 606 0 .00 0 .293 1.00 0.00 0.00 0 0 .00 0.48 0.54176 . 228392 0.11 0.100 0.00 1008.44 370.07 0 .115 370.183 0.5 10.00 l. 553 371 . 736 0.00 0.293 1.00 0.00 0.00 0 0 .00 0 .40 0.54176 .199071 0.08 0 .100 0.00 1008.84 370 .29 0 .118 370.403 0.5 9.43 1. 382 371. 785 0.00 0.293 1.00 0 .00 0.00 0 0.00 0 .33 0.54176 .173324 0 .06 0.100 0.00 1009.17 370 .46 0.122 370.587 0 .5 9 .09 1. 283 371.870 0.00 0.293 1.00 0 .00 0 .00 0 0 .00 0 .29 0.54176 .151284 0.04 0.100 0.00 1009.46 370 .62 0.126 370. 746 0 .5 8.62 1.154 371. 900 0 .00 0.293 1.00 0.00 0.00 0 0.00 0 .24 0.54176 .132285 0.03 0.100 0.00 1009.70 370 .75 0 .131 370 .883 0 .5 8.20 1.043 371. 926 0.00 0.293 1.00 0 .00 0.00 0 0.00 0 .22 0.54176 .115631 0.03 0 .100 0.00 1009 . 92 370 .87 0.135 371. 004 0.5 7.81 0.948 371.952 0.00 0.293 1.00 0.00 0.00 0 0.00 0 .18 0.54176 .100953 0 .02 0 .100 0.00 1010.10 370.97 0 .140 371.109 0.5 7 .46 0 .865 371. 974 0.00 0 . 293 1.00 0.00 0 .00 0 0.00 0 .17 0.54176 . 088112 0.01 0.100 0.00 1010 .27 371.06 0 .144 371.202 0.5 7 .14 0 . 792 371.994 0 .00 0 . 293 1.00 0.00 0.00 0 0.00 0.14 0.54176 .076822 0.01 0.100 0.00 1010.41 371.14 0 .149 371 . 285 0.5 6 .76 0.709 371. 994 0.00 0.293 1.00 0.00 0.00 0 0.00 0.13 0.54176 .067106 0 .01 0 .100 0 .00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bl 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 1010.54 371. 20 0.154 371 . 359 0.5 6.49 0.655 372.014 0.00 0.293 1.00 0.00 0.00 0 0.00 0 .11 0 .54176 .058577 0.01 0 .100 0.00 1010.65 371. 27 0.159 371.425 0.5 6.17 0.592 372.017 0.00 0.293 1.00 0 .00 0.00 0 0.00 0 .10 0.54176 .051200 0.01 0.100 0.00 1010.75 371 .32 0.165 371.484 0.5 5.88 0 .537 372. 021 0.00 0.293 1.00 0.00 0 .00 0 0 .00 0.09 0.54176 .044734 0.00 0.100 0.00 1010.84 371 . 37 0.170 371. 536 0.5 5.62 0.490 372.026 0.00 0.293 1.00 0.00 0.00 0 0.00 0.07 0 .54176 .039043 0.00 0.100 0.00 1010.91 371. 41 0.176 371.584 0 .5 5 .38 0.449 372.033 0.00 0.293 1.00 0.00 0.00 0 0.00 0.07 0 .54176 .034128 0 .00 0.100 0 .00 1010.98 371.44 0.182 371 .627 0 .5 5.10 0.404 372.031 0 .00 0.293 1.00 0 .00 0.00 0 0 .00 0.06 0.54176 .029809 0.00 0.100 0.00 1011. 04 371.48 0.188 371.665 0.5 4 .85 0.366 372 . 031 0 .00 0.293 1.00 0.0 0 0.00 0 0.00 0.05 0.54176 .026018 0.00 0 .100 0.00 1011.09 371. 51 0.194 371. 700 0 .5 4.63 0.333 372.033 0.00 0.293 1.00 0 .00 0.00 0 0.00 0 .05 0.54176 .022733 0.00 0.100 0 .00 Page 2 lOll.14 37l.53 0.201 37l. 732 0.5 4.42 0.304 372.036 0.00 0.293 l.00 0.00 0.00 0 0.00 0.04 0.54176 .019887 0.00 0.100 o.oo lOll.18 371. 55 0.208 371.760 0.5 4.20 0.274 372. 034 0.00 0.293 1.00 0.00 0 .00 0 0 .00 0.03 0.54176 .017383 0.00 0.100 0 .00 1011. 21 37l.57 0.215 37l. 786 0.5 4.03 0.252 372. 038 0.00 0.293 1.00 0.00 0.00 0 0.00 0.03 0.54176 .015183 0.00 0.100 o.oo □ LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bl 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ······•**************************************************************************************************************************** lOll. 24 37l.59 0.222 371. 809 0.5 3.85 0.230 372.039 0.00 0.293 1.00 0.00 0.00 0 0.00 0.03 0.54176 .013273 0.00 0.100 0.00 1011. 27 371. 60 0.230 371. 830 0.5 3.65 0.207 372.037 0.00 0.293 1.00 0.00 0.00 0 0.00 0 .02 0.54176 . 011614 0.00 0.100 0.00 1011. 29 371. 61 0.238 371. 849 0.5 3.50 0.190 372.039 0.00 0.293 1.00 0.00 0.00 0 0.00 0.01 0.54176 .010156 0.00 0.100 0.00 1011. 30 371.62 0.246 371 .867 0.5 3.33 0.173 372. 040 0.00 0.293 1.00 0.00 0.00 0 0.00 0.02 0.54176 .008873 0.00 0.100 0.00 1011. 32 371. 63 0.254 371. 882 0.5 3.16 0.156 372. 038 0.00 0.293 1.00 0.00 0.00 0 0.00 0.01 0.54176 .007758 0.00 0.100 0.00 1011. 33 371.63 0.263 371.897 0.5 3.03 0.143 372. 040 0.00 0.293 1.00 0.00 0.00 0 0.00 0.01 0.54176 .006788 0.00 0.100 0.00 1011 . 34 37l. 64 O .272 371.909 0 .5 2 .87 0.128 372. 037 0.00 0.293 1.00 0 .00 0.00 0 0.00 0.00 0.54176 .005942 0.00 0.100 0.00 1011 .34 371. 64 0.282 371. 921 0.5 2.75 0 .117 372.038 0.00 0.293 1.00 0 .00 0.00 0 0.00 0.00 0.54176 .005174 0.00 0.100 0.00 1011. 34 371. 64 0.293 371. 933 0.5 2.60 0.105 372.038 0.00 0.293 1.00 0.00 0.00 0 0.00□ TEI JOB NO 3911 LATERAL Bl 100-YEAR 1002.00 .I C H X R 1002 .11 1002.23 1002.34 1002.45 1002.56 1002.68 1002.79 1002.90 1003.01 1003.13 1003.24 1003.35 1003.46 1003.58 1003.69 1003.80 1003.91 1004.03 1004.14 1004.25 1004.36 1004.48 1004.59 1004.70 1004.81 1004.93 1005.04 1005.15 I C X R 1005.26 1005.38 I C X H R 1005.49 I C X H R 1005.60 I C X H R Page 3 1005.71 1005.83 1005.94 1006.05 1006.16 1006.28 1006.39 1006.50 1006.61 1006.73 1006.84 1006.95 1007.06 1007.18 1007.29 1007.40 1007.51 1007.63 1007.74 1007.85 1007.96 1008.08 1008.19 1008.30 1008.41 1008.53 1008.64 1008.75 1008.86 1008.98 1009.09 1009.20 1009.31 1009.43 1009.54 1009.65 1009.76 1009.88 1009. 99 1010.10 1010.21 1010.33 1010.44 1010.55 1010.66 1010.78 1010.89 1011.00 1011.11 1011.23 1011 .34 366.58 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH 367.19 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT I C X I C X I C X I C X IW C I W 367.79 368.40 369.00 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ H H H H H C H IW C H I W C I W C I W C I W C I W I 369.61 370.22 Page 4 R R R R E R E R E R H E R H E R H E R H E R C H E R w C H E R I w C HE R I W C HE R I W C EH R I W C E H R I W C E H R I W C E H R I W C E H R I W C E H R I W C E H R I W C E H R I W C E H R I W C E H R 370.82 371. 43 372. 03 372. 64 D DATE: 4/28/2022 TIME: 10:32 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD D 12 4 1.00 F O 5 1 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL B2 HEADING LINE NO 3 IS - 100-YEAR F0515P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 1000.75 367.50 12 STATION INVERT SECT 1030.92 372.23 12 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT N 0.012 1030.92 372.23 12 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO . 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT LICENSEE: THIENES ENGINEERING F0515P WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B2 100-YEAR W S ELEV 370.02 0 PAGE NO PAGE NO 3 2 RADIUS ANGLE ANG PT MAN H W S ELEV 0.00 0.00 0.00 0.00 0 ELEVATION IN HDWKDS, W.S.ELEV =INV+ DC D PAGE 1 STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL HGT/ DIA BASE/ ID NO. ZL NO AVBPR PIER L/ELEM so 1000.75 367.50 2.520 9.76 0.15678 1010.51 369.03 1. 000 0.33 0.15678 1010.84 369.08 0.907 HYDRAULIC JUMP 1010.84 369.08 0.200 2.96 0.15678 1013. 80 369.55 0.200 0.84 0.15678 1014.64 369.68 0.201 3.71 0.15678 1018.35 370.26 0.207 2.47 0.15678 1020.82 370.65 0.214 1.81 0.15678 1022.63 370.93 0.222 1. 42 0 .15678 1024.05 371.15 0 .229 1.13 0 .15678 1025.18 371.33 0.237 0.93 0.15678 D 370.020 1. 2 370.029 1. 2 369.988 1. 2 369.281 1. 2 369.746 1. 2 369.879 1. 2 370.467 1. 2 370.861 1. 2 371.152 1. 2 371.381 1. 2 371.567 1.2 1. 53 1. 53 1. 60 10. 71 10. 71 10.62 10.17 9.68 9.23 8.82 8.39 SF AVE 0.036 .000954 0.036 .000893 0.040 1.783 .126048 1.783 .124649 1.751 .115325 1.606 .100625 1.454 .088037 1.323 .076985 1.209 .067254 1.093 .058811 HF 370.056 0.01 370.065 0.00 370.028 371.064 0.37 371.529 0.10 371.630 0.43 372.073 0.25 372.315 0.16 372.475 0 .11 372.590 0.08 372. 660 0.05 Page 1 ELEV DEPTH NORM DEPTH 0.00 0.462 0.200 0.00 0.462 0.200 0.00 0.462 0.00 0 .462 0.200 0.00 0.462 0.200 0.00 0.462 0.200 0.00 0.462 0.200 0.00 0.462 0.200 0.00 0.462 0.200 0.00 0.462 0.200 0.00 0.462 0.200 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ZR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B2 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ******••··························································································································· 1026.11 371 . 48 0.245 371.721 1. 2 8.00 0.994 372. 715 0.00 0.462 1.00 0.00 0.00 0 0.00 0. 77 0.15678 .051459 0.04 0.200 0.00 1026.88 371. 60 0.254 371.851 1.2 7.64 0.907 372.758 0.00 0.462 1.00 0.00 0.00 0 0.00 0.66 0.15678 .045063 0.03 0.200 0.00 1027.54 371. 70 0.263 371.963 1. 2 7.27 0.821 372.784 0.00 0.462 1.00 0.00 0.00 0 0.00 0.56 0.15678 .039431 0.02 0.200 0.00 1028.10 371. 79 0.272 372.059 1.2 6.94 0. 747 372. 806 0.00 0.462 1.00 0.00 0.00 0 0.00 0.48 0.15678 .034478 0.02 0.200 0.00 1028.58 371. 86 0.281 372.144 1.2 6.59 0.675 372. 819 0.00 0.462 1.00 0.00 0.00 0 0.00 0.41 0.15678 .030162 0.01 0.200 0.00 1028.99 371. 93 0.291 372. 218 1. 2 6.32 0.619 372.837 0.00 0.462 1.00 0 .00 0.00 0 0.00 0.35 0.15678 .026403 0.01 0.200 ,0. 00 1029.34 371. 98 0.301 372. 283 1.2 6.00 0.559 372.842 0.00 0.462 1.00 0 .00 0.00 0 0.00 0.30 0.15678 .023123 0.01 0.200 0.00 1029.64 372. 03 0.312 372. 341 1.2 5.74 0.512 372.853 0.00 0.462 1.00 0.00 0.00 0 0.00 0.26 0.15678 .020262 0.01 0.200 0.00 1029.90 372.07 0.323 372.393 1. 2 5.45 0.462 372. 855 0.00 0.462 1.00 0.00 0.00 0 0.00 0.22 0.15678 . 017740 0.00 0.200 0.00 1030.12 372.11 0.334 372.439 1.2 5 .22 0.423 372.862 0.00 0.462 1.00 0.00 0.00 0 0.00 0.19 0 .15678 .015538 0.00 0.200 0.00 1030.31 372 .13 0.346 372. 480 1. 2 4.96 0.382 372.862 0.00 0.462 1.00 0.00 0.00 o 0.00 0.16 0.15678 .013615 0.00 0.200 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B2 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ••••••...........•••.•...•••....•..•....••.••.....••••.....•••••....•••.••.....••.......•..••..•.••...•..•.......•.•..•..•....••... 1030.47 372.16 0.358 372.517 1. 2 4.74 0.349 372. 866 0.00 0.462 1.00 0.00 0.00 o 0.00 0.13 0.15678 . 011934 0.00 0.200 0.00 1030.60 372.18 0. 371 372. 550 1.2 4.51 0.316 372. 866 0.00 0.462 1.00 0.00 0.00 0 0.00 0.10 0 .15678 .010474 0.00 0.200 0.00 1030.70 372.19 0 .385 372. 580 1. 2 4.30 0.287 372.867 0.00 0.462 1.00 0.00 0.00 0 0.00 0.09 0.15678 .009187 0.00 0.200 0.00 1030.79 372. 21 0.398 372.607 1. 2 4.11 0.262 372.869 0.00 0.462 1.00 0.00 0.00 0 0.00 0 .06 0.15678 .008058 0.00 0.200 0.00 1030.85 372. 22 0.413 372. 631 1. 2 3. 91 0.237 372.868 0.00 0.462 1.00 0.00 0.00 0 0.00 0.04 0.15678 .007078 0.00 0.200 0.00 1030.89 372.23 0.428 372. 653 1. 2 3.73 0.216 372.869 0.00 0.462 1.00 0.00 0.00 0 0.00 0.02 0.15678 .006217 0.00 0.200 0.00 1030. 91 372. 23 0.444 372.673 1. 2 3.56 0.197 372. 870 0.00 0.462 1.00 0 .00 0.00 0 0.00 0.01 0.15678 .005448 0.00 0.200 0.00 1030 .92 372.23 0.462 372. 692 1. 2 3.38 0.177 372. 869 0.00 0.462 1.00 0.00 0.00 0 0.00□ Page 2 TEI JOB NO 3911 LATERAL B2 100-YEAR 1000.75 . l 1001. 26 1001. 77 1002.28 1002.80 1003.31 1003.82 1004.33 1004.84 1005.35 1005.86 1006.37 1006.89 1007.40 1007.91 1008.42 1008.93 1009.44 1009.95 1010.47 1010.98 1011. 49 1012.00 1012.51 1013.02 1013.53 1014.05 1014.56 1015.07 1015.58 1016.09 1016.60 1017.11 1017.62 1018.14 1018.65 1019.16 1019.67 1020.18 1020.69 1021. 20 1021.72 1022.23 1022.74 1023.25 1023.76 1024.27 1024.78 1025.30 1025.81 1026.32 1026.83 1027.34 1027.85 1028.36 1028.87 1029.39 1029.90 1030.41 1030.92 367.50 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH C 368.07 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT H 368.65 I I I C C W C WE X WEH H I W C I W C 369.22 369.79 H I W I 370.36 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ Page 3 E H C H w C I w C I w I 370.94 E E E H E H E C H w C H I w C H I w C I w C I w C I w C I w C I w C I w C I W C 371. 51 372. 08 E E E H E H E X EH EH E E E 372. 66 H H H 373.23 R R R R R R R R R R R R R R R R R R R R □ DATE: 4/28/2022 TIME: 11: 4 F0515P 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(lO) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 12 4 1.00 □ F O 5 1 5 p PAGE NO 3 WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL B3 HEADING LINE NO 3 IS - 100-YEAR □ F O 5 1 5 p PAGE NO 2 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . . . U/S DATA STATION INVERT SECT w S ELEV 1000.75 367.65 12 370.17 ELEMENT NO 2 IS A REACH . . • U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1060.62 373.56 12 0.012 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS . * U/S DATA STATION INVERT SECT w s ELEV 1060.62 373.56 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC □ LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B3 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 1000.75 367.65 2.520 370.170 0.4 0.51 0.004 370.174 0.00 0.261 1.00 0.00 0.00 0 0.00 15.41 0.09871 .000106 0.00 0.100 0.00 1016.16 369.17 1. 000 370.172 0.4 0.51 0.004 370.176 0.00 0.261 1.00 0.00 0.00 0 0 .00 0.93 0.09871 .000100 0.00 0.100 0.00 1017.09 369.26 0.907 370.170 0.4 0.53 0.004 370.174 0.00 0.261 1.00 0.00 0.00 0 0 .00 0.55 0.09871 .000097 0.00 0.100 0.00 1017.64 369.32 0.853 370.170 0.4 0.56 0.005 370.175 0.00 0.261 1.00 0.00 0.00 0 0.00 0.44 0.09871 .000105 0.00 0.100 0.00 1018.08 369.36 0.809 370.169 0.4 0.59 0.005 370.174 0.00 0.261 1.00 0.00 0.00 0 0.00 0.39 0.09871 . 000116 0.00 0.100 0.00 1018.47 369.40 0.770 370.169 0.4 0.62 0.006 370.175 0.00 0.261 1.00 0.00 0.00 0 0.00 0.35 0. 09871 .000129 0.00 0.100 0.00 1018.82 369.43 0.735 370.168 0.4 0.65 0.006 370.174 0.00 0.261 1.00 0.00 0.00 0 0.00 0.31 0. 09871 .000143 0.00 0.100 0.00 1019 .13 369.46 0.703 370.168 0 .4 0.68 0.007 370.175 0.00 0.261 1.00 0.00 0.00 0 0 .00 0.30 O. 09871 .000160 0.00 0.100 0.00 1019.43 369.49 0.673 370.167 0.4 0. 71 0.008 370.175 0.00 0.261 1.00 0.00 0.00 0 0.00 0.28 0.09871 .000180 0.00 0.100 0.00 1019. 71 369.52 0.645 370.166 0.4 0.75 0.009 370 .175 0.00 0.261 1.00 0.00 0.00 0 0.00 0.25 0.09871 .000203 0.00 0.100 0.00 1019. 96 369.55 0.619 370.166 0.4 0.78 0.010 370.176 0.00 0.261 1.00 0.00 0.00 0 0.00 0.24 0.09871 .000229 0.00 0.100 0.00 □ Page 1 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B3 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ***********************************••······························································································ 1020.20 369.57 0.595 370.165 0.4 0.82 0.010 370.175 0.00 0.261 1.00 0.00 0.00 0 0.00 0 .22 0.09871 .000259 0.00 0.100 0.00 1020.42 369.59 0 .572 370.164 0.4 0.86 0.011 370.175 0.00 0.261 1.00 0.00 0.00 0 0.00 0.21 0. 09871 .000293 0.00 0.100 0.00 1020.63 369.61 0.550 370.163 0.4 0.90 0 . 013 370.176 0.00 0.261 1.00 0 .00 0.00 0 0.00 0.19 0.09871 .000332 0.00 0.100 0.00 1020.82 369.63 0.530 370.161 0.4 0.95 0.014 370.175 0.00 0.261 1.00 0.00 0.00 0 0.00 0.19 0.09871 .000377 0.00 0.100 0.00 1021.01 369.65 0.510 370.160 0.4 0.99 0 .015 370.175 0.00 0.261 1.00 0.00 0.00 0 0.00 0.05 0.09871 .000429 0.00 0.100 0.00 1021. 06 369.65 0.491 370 .146 0.4 1. 04 0.017 370.163 0.00 0.261 1.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1021. 06 369.65 0.117 369. 772 0.4 7.84 0 .955 370.727 0.00 0.261 1.00 0.00 0 .00 0 0.00 3.41 0.09871 .118652 0 .40 0 .100 0 .00 1024 .47 369.99 0.121 370 .113 0.4 7.41 0.852 370.965 0.00 0.261 1.00 0.00 0 .00 0 0 .00 18 .26 0.09871 .102702 1. 88 0.100 0.00 1042.73 371. 79 0.125 371. 919 0.4 7.02 0.765 372.684 0.00 0.261 1.00 0.00 0 .00 0 0.00 7 .22 0.09871 .089595 0.65 0.100 0 .00 1049 .95 372. 51 0 .129 372. 636 0.4 6.67 0.690 373.326 0.00 0.261 1.00 0.00 0.00 0 0.00 2 .89 0. 09871 . 078110 0.23 0.100 0.00 1052.84 372. 79 0.133 372. 925 0.4 6.35 0.626 373.551 0.00 0.261 1.00 0.00 0.00 0 0.00 1.73 0.09871 .068217 0 .12 0 .100 0.00 D LICENSEE : THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B3 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ......•...............••.••••••....••••••••.••................•••.•.......•.•••...•••••••..•••...••................•••..•.•...•.••. 1054.57 372. 96 0.138 373 .100 0.4 6.06 0 .570 373.670 0.00 0.261 1.00 0.00 0.00 0 0 .00 1.23 0.09871 .059559 0 .07 0 .100 0.00 1055.80 373.08 0.142 373 .227 0.4 5.80 0.522 373.749 0 .00 0 .261 1.00 0.00 0.00 0 0.00 0 .92 0.09871 .051942 0.05 0 .100 0.00 1056.72 373.18 0.147 373.322 0.4 5.56 0.479 373.801 0.00 0.261 1.00 0.00 0.00 0 0.00 0. 72 0. 09871 .045387 0.03 0 .100 0.00 1057 .44 373.25 0.152 373.398 0.4 5.26 0.430 373.828 0.00 0.261 1.00 0.00 0.00 0 0.00 0 .58 0 . 09871 .039629 0.02 0.100 0.00 1058 .02 373.30 0.157 373.460 0.4 5.06 0 .398 373.858 0.00 0.261 1.00 0 .00 0.00 0 0.00 0 .48 0.09871 .034578 0.02 0 .100 0 .00 1058.50 373.35 0.162 373 .513 0.4 4.82 0.361 373.874 0 .00 0 .261 1.00 0.00 0 .00 0 0.00 0.39 0.09871 . 030211 0.01 0.100 0 .00 1058.89 373.39 0.168 373 .557 0.4 4.60 0.328 373.885 0.00 0.261 1.00 0.00 0.00 0 0.00 0.32 0.09871 .026436 0.01 0 .100 0.00 1059.21 373.42 0.174 373.595 0.4 4.35 0.294 373.889 0.00 0.261 1.00 0.00 0.00 0 0.00 0.29 0. 09871 . 023071 0.01 0 .100 0.00 Page 2 1059.50 373 . 45 0.179 373.629 0 .4 4 .17 0.270 373.899 0.00 0 .261 1.00 0 .00 0.00 0 0.00 0.24 0 .09871 .020114 0.00 0.100 0.00 1059.74 373.47 0.185 373.658 0.4 3.96 0.244 373.902 0.00 0 .261 1.00 0 .00 0.00 0 0.00 0.19 0 .09871 .017593 0 .00 0.100 0.00 1059.93 373.49 0.192 373.684 0 .4 3.77 0.221 373 .905 0 .00 0.261 1.00 0.00 0 .00 0 0 .00 0.17 0 . 09871 .015381 0 .00 0.100 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B3 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ················································································································*••················ 1060.10 373.51 0 .198 373.706 0 .4 3.60 0 .202 373.908 0.00 0 .261 1.00 0 .00 0 .00 0 0.00 0.13 0 . 09871 . 013433 0 .00 0 .100 0.00 1060.23 373.52 0.205 373.727 0.4 3.45 0.185 373.912 0.00 0.261 1.00 0.00 0.00 0 0.00 0.11 0 .09871 .011745 0 .00 0.100 0.00 1060.34 373 .53 0.212 373.745 0.4 3 .28 0.167 373 .912 0 .00 0.261 1.00 0.00 0 .00 0 0 .00 0.10 0 .09871 .010263 0.00 0.100 0.00 1060.44 373.54 0.219 373.761 0.4 3.12 0.152 373 .913 0.00 0.261 1.00 0.00 0.00 0 0 .00 0.06 0 .09871 .008974 0 .00 0.100 0.00 1060.50 373.55 0 .227 373. 775 0 .4 2 .99 0 .138 373.913 0.00 0 .261 1.00 0 .00 0 .00 0 0 .00 0.06 0 .09871 .007843 0 .00 0.100 0 .00 1060.56 373 .55 0.234 373.788 0.4 2.84 0.125 373.913 0.00 0.261 1.00 0.00 0.00 0 o.oo 0.04 0.09871 .006849 0 .00 0.100 0.00 1060.60 373.56 0 .242 373 .800 0 .4 2 .70 0 .113 373. 913 0.00 0 .261 1.00 0.00 0.00 0 0.00 0.01 0.09871 .005994 0 .00 0.100 0.00 1060.61 373.56 0.251 373.810 0.4 2.58 0.103 373 . 913 0.00 0.261 1.00 0.00 0.00 0 0 .00 0.01 0.09871 .005213 0 .00 0.100 0.00 1060. 62 373 .56 0.261 373.821 0.4 2.45 0.094 373 .915 0.00 0 .261 1.00 0.00 0.00 0 0.00□ TEI JOB NO 3911 LATERAL B3 100-YEAR 1000.75 .I C H X R 1001.47 1002.19 1002. 91 1003.64 1004.36 1005.08 1005.80 1006.52 1007.24 1007.96 1008.68 1009.41 1010 .13 1010.85 1011.57 1012.29 1013. 01 1013 .73 1014.46 1015.18 1015.90 1016.62 I C X R 1017.34 I C XH R 1018 .06 I C X H R 1018.78 I C X H R 1019.50 I C X H R 1020.23 I C X H R 1020.95 I C X H R 1021.67 I C X H R 1022.39 I C X H R 1023 .11 I C X H R 1023.83 I C X H R Page 3 1024.55 1025.28 1026.00 1026.72 1027.44 1028.16 1028.88 1029.60 1030.32 1031. 05 1031. 77 1032.49 1033.21 1033.93 1034.65 1035.37 1036.09 1036.82 1037.54 1038 .26 1038.98 1039.70 1040.42 1041.14 1041. 87 1042.59 1043.31 1044.03 1044.75 1045.47 1046.19 1046.91 1047.64 1048.36 1049.08 1049.80 1050.52 1051.24 1051.96 1052.69 1053.41 1054.13 1054.85 1055.57 1056.29 1057.01 1057.73 1058.46 1059.18 1059.90 1060.62 367.65 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH 368.34 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y • WALL ENTRANCE OR EXIT I I I I I I 369.03 C X H C X H C X H C X H C X H w C HE I W C 369. 72 370.41 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ EH I W C E H I W C I 371.11 371. 80 372 .49 Page 4 R R R R R R R R E H R w C E H R I W C E H R I w C E H R I WC E H R I WC E H R I WC E H R I W C E H R I WC E H R I WC E H R 373.18 373.87 374.56 □ DATE: 4/28/2022 TIME: 15:12 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD □ 12 4 1.00 F 0 5 1 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL B-4 HEADING LINE NO 3 IS - 100-YEAR F 0 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET * * * u/s DATA STATION INVERT SECT 2 IS A REACH U/S DATA 1000.75 368.51 12 • * • STATION INVERT SECT 1042.68 371.90 12 N 0.012 ELEMENT NO 3 IS A SYSTEM HEADWORKS • • W S ELEV 370.59 U/S DATA STATION INVERT SECT W S ELEV 1042.68 371.90 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 D PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 o.oo 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC □ PAGE LICENSEE: THIENES ENGINEERING F0515P □ WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B-4 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV L/ELEM so 1000.75 368.51 2.080 370.590 13 .36 0.08085 1014 .11 369.59 1. 000 370.590 1.14 0.08085 1015.25 369.68 0.907 370.589 0.67 0.08085 1015.92 369.74 0.853 370.589 0.54 0.08085 1016.46 369.78 0.809 370.589 0.48 0.08085 1016.94 369.82 0 .770 370 .589 0.43 0.08085 1017.37 369.85 0.735 370.589 0 .39 0.08085 1017.76 369.89 0.703 370.589 0.37 0.08085 1018.13 369.92 0.673 370.588 0.35 0.08085 1018 .48 369.94 0.645 370.588 0.32 0.08085 1018 .80 369.97 0.619 370.588 0.29 0.08085 Q 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 VEL 0.25 0.25 0.27 0.28 0.29 0.31 0.32 0.34 0.36 0.37 0.39 VEL HEAD SF AVE 0.001 .000027 0.001 .000024 0.001 .000024 0.001 .000027 0.001 .000029 0.001 .000032 0.002 .000036 0.002 .000040 0.002 .000045 0.002 .000051 0.002 .000058 ENERGY GRD.EL. HF 370.591 0.00 370.591 0.00 370.590 0.00 370.590 0.00 370.590 0.00 370.590 0.00 370.591 0.00 370.591 0.00 370.590 0.00 370.590 0.00 370.590 0.00 Page 1 SUPER CRITICAL ELEV DEPTH 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 0.00 0.183 NORM DEPTH 0.100 0.100 0.100 0.100 0.100 0.100 0 .100 0.100 0.100 0.100 0.100 HGT/ DIA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 BASE/ ID NO. ZL NO AVBPR PIER ZR 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B-4 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR **************••··················································································································· 1019.09 369.99 0.595 370.588 0.2 0.41 0.003 370.591 0.00 0.183 1.00 0.00 0.00 0 0 .00 0.28 0.08085 .000065 0 .00 0.100 0.00 1019.37 370.02 0.572 370.588 0.2 0.43 0 .003 370.591 0.00 0 .183 1.00 0 .00 0.00 0 0 .00 0.27 0.08085 .000073 0 .00 0 .100 0.00 1019.64 370.04 0.550 370.587 0.2 0.45 0.003 370.590 0.00 0 .183 1.00 0.00 0.00 0 0.00 0.24 0.08085 .000083 0 .00 0.100 0.00 1019.88 370.06 0.530 370.587 0 .2 0.47 0.003 370 .590 0.00 0.183 1.00 0.00 0.00 0 0.00 0.25 0.08085 .000094 0 .00 0.100 0 .00 1020.13 370.08 0.510 370.587 0.2 a.so 0.004 370.591 0.00 0.183 1.00 0.00 0.00 0 0 .00 0.23 0.08085 .000107 o.oo 0.100 0.00 1020.36 370.10 0.491 370 .586 0.2 0.52 0 .004 370.590 0.00 0.183 1.00 0.00 0.00 0 0 .00 0.22 0 .08085 .000121 0.00 0.100 0.00 1020.58 370 .11 0.473 370.586 0 .2 0.55 0.005 370.591 0.00 0.183 1.00 0.00 0.00 0 0 .00 0.20 0.08085 . 000138 0.00 0.100 0.00 1020.78 370 .13 0.456 370.586 0.2 0.57 0.005 370 .591 0.00 0 .183 1.00 0.00 0.00 0 0 .00 0.19 0 .08085 .000157 0 .00 0.100 0.00 1020.97 370.14 0.440 370.585 0.2 0.60 0.006 370 . 591 0.00 0 .183 1.00 0.00 0.00 0 0.00 0.19 0 .08085 .000179 0 .00 0.100 0.00 1021 .16 370.16 0.424 370.584 0 .2 0 .63 0.006 370 .590 0 .00 0 .183 1.00 0.00 0.00 0 0.00 0.18 0 .08085 .000204 0.00 0 .100 0 .00 1021.34 370.18 0.409 370.584 0.2 0.66 0.007 370.591 0.00 0 .183 1.00 0.00 0.00 0 0 .00 0.17 0 .08085 .000232 0.00 0.100 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B-4 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL . ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR •..•.•••••.••.......•.••.......••.........••.......•............•••.•..•......••.•.............•..••...••..••••.....•••••......•.•. 1021.51 370.19 0.395 370.583 0.2 0.69 0.007 370 .590 0.00 0 .183 1.00 0 .00 0.00 0 0.00 0.16 0.08085 .000264 0.00 0.100 0.00 1021.67 370 .20 0.381 370.583 0.2 0.73 0.008 370 .591 0.00 0 .183 1.00 0.00 0.00 0 0.00 0.15 0 .08085 .000301 0 .00 0.100 0.00 1021.82 370 .21 0.368 370.582 0.2 0 .76 0.009 370.591 0.00 0.183 1.00 0.00 0.00 0 0.00 0.15 0.08085 .000344 0.00 0.100 0.00 1021.97 370.23 0.355 370.581 0.2 0.80 0.010 370.591 0.00 0 .183 1.00 0.00 0.00 0 0 .00 0 .14 0 .08085 .000392 0.00 0.100 0.00 1022.11 370.24 0.343 370.580 0.2 0.84 0.011 370.591 0.00 0 .183 1.00 0.00 0.00 0 0.00 0.14 0.08085 .000447 0.00 0.100 0.00 1022.25 370.25 0.331 370.579 0.2 0.88 0.012 370.591 0.00 0 .183 1.00 0.00 0.00 0 0.00 0.12 0 .08085 .000510 0.00 0 .100 0.00 1022.37 370.26 0 .320 370.578 0.2 0. 92 0.013 370.591 0.00 0.183 1.00 0.00 0.00 0 0 .00 0.12 0.08085 .000583 0 .00 0.100 0.00 1022.49 370.27 0.309 370.577 0.2 0.97 0.014 370 .591 0.00 0.183 1.00 0.00 0.00 0 0 .00 1022.49 370.27 0.298 370 .566 0.2 1. 02 0.016 370.582 0.00 0.183 1.00 0 .00 0 .00 0 0 .00 Page 2 HYDRAULIC JUMP 0.00 1022.49 370.27 0.100 370.368 0.2 4.88 0.369 370.737 0.00 0.183 1.00 0.00 0.00 0 0.00 14.73 0.08085 .061602 0.91 0.100 0.00 1037.22 371. 46 0.100 371. 559 0.2 4.88 0.369 371. 928 0.00 0.183 1.00 0.00 0.00 0 0.00 0.47 0.08085 .060283 0.03 0.100 0.00 1037.69 371. 50 0.100 371. 597 0.2 4.88 0.369 371. 966 0.00 0.183 1.00 0.00 0.00 0 0.000 LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B-4 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ****************••················································································································· 1.13 0.08085 .055325 0.06 0 .100 0.00 1038 .82 371.59 0.104 371.692 0 .2 4.65 0.336 372. 028 0.00 0.183 1.00 0.00 0.00 0 0.00 0.83 0.08085 .048328 0.04 0.100 0.00 1039.65 371. 65 0.107 371.762 0.2 4.35 0 .294 372. 056 0.00 0.183 1.00 0.00 0.00 0 0.00 0.60 0.08085 .042161 0.03 0.100 0 .00 1040.25 371. 70 0.111 371. 815 0.2 4.17 0.270 372. 085 0.00 0.183 1.00 0.00 0.00 0 0.00 0.49 0.08085 .036776 0.02 0.100 0.00 1040.74 371. 74 0 .114 371 .857 0.2 4.00 0.248 372 .105 0.00 0.183 1.00 0.00 0.00 0 0.00 0.38 0.08085 .032041 0.01 0.100 0.00 1041.12 371. 77 0 .118 371. 892 0.2 3 .77 0.221 372 .113 0.00 0.183 1.00 0.00 0.00 0 0.00 0.31 0.08085 .027987 0.01 0.100 0.00 1041.43 371. 80 0.122 371.921 0.2 3.64 0.205 372.126 0.00 0.183 1.00 0.00 0.00 0 0.00 0.26 0.08085 .024428 0.01 0.100 0.00 1041.69 371. 82 0.126 371.946 0.2 3.45 0.185 372 .131 0.00 0.183 1.00 0.00 0.00 0 0.00 0.22 0.08085 . 021308 0.00 0.100 0.00 1041.91 3 71. 84 0.130 371. 968 0.2 3.28 0.167 372 .135 0.00 0.183 1.00 0.00 0.00 0 0.00 0.16 0.08085 .018618 0.00 0.100 0.00 1042.07 371 . 85 0.135 371. 986 0 .2 3.12 0.152 372 .138 0.00 0.183 1.00 0.00 0.00 0 0.00 0.16 0.08085 .016264 0.00 0.100 0.00 1042.23 371. 86 0.139 372. 002 0.2 2.99 0 .138 372 .140 0.00 0.183 1.00 0.00 0.00 0 0.00 0.11 0.08085 .014190 0.00 0.100 0.00 1042.34 371. 87 0.144 372.017 0.2 2.86 0.127 372.144 0.00 0.183 1.00 0.00 0.00 0 0.000 LICENSEE: THIENES ENGINEERING F0515P PAGE 5 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B-4 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ......•.•••••••.••••.....•••....••••••.......••....•...••••••..•••••••.......••••..........•.••.........•••••......••....•......•.. 0 .10 0.08085 .012405 0.00 0.100 0.00 1042.44 371. 88 0.149 372. 029 0.2 2.74 0 .117 372 .146 0.00 0.183 1.00 0.00 0.00 0 0.00 0.08 0.08085 .010836 0.00 0.100 0.00 1042.52 371. 89 0.154 372.041 0.2 2 .60 0.105 372 .146 0.00 0.183 1.00 0 .00 0.00 0 0.00 0 .06 0.08085 .009458 0.00 0.100 0.00 1042 .58 371. 89 0.159 372. 051 0.2 2.47 0.095 372 .146 0.00 0.183 1.00 0.00 0.00 0 0.00 0.05 0.08085 .008251 0.00 0.100 0.00 1042 .63 371. 90 0.164 372. 060 0.2 2.35 0.086 372.146 0.00 0.183 1.00 0.00 0.00 0 0.00 0 .03 0.08085 . 007207 0.00 0.100 0.00 Page 3 1042.66 371. 90 0.01 0.08085 1042.67 371. 90 0.01 0.08085 1042.68 371. 90 0.00□ 1000.75 .I C 1001,16 1001. 56 1001.97 1002.38 1002.79 1003.19 1003,60 1004.01 1004,41 1004.82 1005.23 1005,64 1006.04 1006.45 1006.86 1007.26 1007.67 1008.08 1008.48 1008.89 1009.30 1009.71 1010.11 1010.52 1010.93 1011. 33 1011. 74 1012.15 1012.56 1012.96 1013.37 1013.78 1014.18 1014.59 1015.00 1015.41 1015.81 1016.22 1016.63 1017.03 1017.44 1017.85 1018.25 1018.66 1019.07 1019.48 1019.88 1020.29 1020.70 1021.10 1021.51 1021.92 1022.33 1022.73 1023.14 1023.55 1023.95 1024.36 1024.77 1025.18 1025.58 1025.99 1026.40 1026.80 1027.21 1027.62 1028.02 1028.43 1028.84 1029.25 1029.65 1030.06 1030.47 1030.87 1031.28 1031.69 1032.10 1032.50 1032.91 1033.32 1033.72 0.170 372. 068 0.176 372.075 0.183 372. 083 TEI JOB NO 3911 LATERAL B-4 100-YEAR H I I 0.2 0.2 0.2 C C I I I I 2.25 2.15 2.04 C C C C I C I C I C I C I C I C I C I C I C I C I C I I I I I I I I I I I I I I 0.078 .006305 0. 072 .005453 0.065 X X X X X X X X X X X X X X X X X X C X C X C X C X C X C X C X C X C X C X C X C X C WE w C H H E 372 .146 0 .00 372 .147 0 ,00 372 ,148 H H H H H H H H H H H H H Page 4 0.00 0.183 0.100 0.00 0.183 0.100 0.00 0.183 H H H H H H H H H H H H H H H 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R 0 0.00 0 0.00 0 1034.13 1034.54 1034.95 1035.35 1035.76 1036.17 1036.57 1036.98 1037.39 1037.79 1038.20 1038.61 1039.02 1039.42 1039.83 1040.24 1040.64 1041. 05 1041 .46 1041.87 1042.27 1042.68 NO T E S 1. GLOSSARY 368.51 I INVERT ELEVATION C CRITICAL DEPTH 368.95 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT 369.39 369.83 370.27 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ 370.70 371 .14 Page 5 I W C E H R I W C E H R I W C E H R I WC E H R I WC E H R I we E H R I we E H R I W C E H R I WC E H R I WC E H R 371. 58 372 . 02 372. 46 372. 90 D DATE: 4/29/2022 TIME: 8: 5 FOSlSP WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(S) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD D 12 4 1.00 FOSlSP WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL BS HEADING LINE NO 3 IS - 100-YEAR FOSlSP WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET • • * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 1000.75 368.93 12 STATION INVERT SECT 1040.93 372.40 12 N 0.012 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * W S ELEV 371.09 U/S DATA STATION INVERT SECT W S ELEV 1040.93 372.40 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO . 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV I NV + DC D PAGE LICENSEE: THIENES ENGINEERING FOSlSP WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BS 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD .EL. SUPER CRITICAL L/ELEM so 1000.75 368.93 13.48 0.08636 1014.23 370.09 1. 06 0. 08636 1015.29 370.19 0.61 0.08636 1015.90 370.24 0.49 0.08636 1016.39 370.28 0.44 0.08636 1016 .83 370 .32 0.38 0.08636 1017.21 370.35 0 .35 0.08636 1017.56 370.38 0.33 0 .08636 1017.89 370.41 0.29 0 .08636 1018.18 370.44 0.04 0.08636 1018.22 370.44 HYDRAULIC JUMP u 2.160 371. 090 0.7 1 .000 371. 094 0.7 0.907 371.092 0.7 0.853 371.091 0.7 0.809 371.090 0.7 0.770 371.088 0.7 0.735 371. 087 0.7 0.703 371. 085 0.7 0.673 371.083 0.7 0 .645 371 .081 0.7 0.619 371.059 0.7 0.89 0 .89 0.93 0.98 1. 03 1.08 1.13 1.19 1.24 1. 31 1. 37 SF AVE 0.012 .000325 0.012 .000304 0.014 .000298 0.015 .000322 0.016 .000355 0.018 .000394 0.020 .000440 0.022 .000492 0.024 .000553 0.026 .000624 0.029 HF 371. 102 0 .00 371 . 106 0.00 371.106 0 .00 371 .106 0.00 371.106 0.00 371. 106 0.00 371.107 0.00 371.107 0 .00 371.107 0 .00 371.107 0.00 371. 088 Page 1 ELEV DEPTH NORM DEPTH 0.00 0.349 0.150 0 .00 0.349 0.150 0.00 0.349 0.150 0.00 0 .349 0.150 0.00 0.349 0 .150 0 .00 0.349 0.150 0.00 0.349 0.150 0.00 0 .349 0.150 0.00 0.349 0.150 0 .00 0 .349 0.150 0.00 0.349 HGT/ DIA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 BASE/ ID NO . ZL NO AVBPR PIER ZR 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 .00 0 .00 0 .00 0 .00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 LICENSEE: THIENES ENGINEERING FOSlSP PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BS 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ..................................................................................•................................................ 1018.22 370.44 0.168 370 .608 0.7 8.05 1.005 371. 613 0.00 0.349 1.00 0 .00 0.00 0 0 .00 1. 02 0.08636 .084174 0 .09 0.150 0 .00 1019.24 370.53 0 .171 370.698 0 .7 7.87 0.961 371. 659 0.00 0 .349 1.00 0.00 0 .00 0 0.00 7 .73 0.08636 .075799 0.59 0.150 0.00 1026 .97 371.19 0.176 371. 370 0.7 7.45 0 .861 372. 231 0.00 0 .349 1.00 0 .00 0.00 0 0.00 3.59 0.08636 .066109 0.24 0.150 0 .00 1030 .56 371 . 50 0 .182 371. 686 0.7 7 .14 0.792 372.478 0.00 0.349 1.00 0.00 0.00 0 0.00 2 .29 0.08636 .057743 0 .13 0 .150 0.00 1032.85 371. 70 0.188 371.890 0 .7 6 .80 0. 717 372.607 0.00 0.349 1.00 0.00 0.00 0 0 .00 1. 62 0.08636 .050487 0.08 0.150 0.00 1034.47 371. 84 0.195 372 . 037 0.7 6.48 0 .652 372 .689 0.00 0 .349 1.00 0 .00 0.00 0 0 .00 1. 26 0.08636 .044123 0.06 0.150 0.00 1035 .73 371 . 95 0.201 372 .152 0 .7 6.19 0 .596 372 .748 0.00 0.349 1.00 0.00 0.00 0 0.00 0.98 0 .08636 .038522 0.04 0.150 0 .00 1036. 71 372. 04 0 .208 372 . 243 0.7 5.88 0.537 372.780 0.00 0.349 1.00 0.00 0.00 0 0.00 0.79 0 .08636 .033673 0.03 0.150 0.00 1037.50 372.10 0.215 372. 319 0.7 5 .60 0 .487 372.806 0.00 0.349 1.00 0.00 0.00 0 0.00 0.64 0.08636 .029457 0.02 0.150 0.00 1038.14 372 .16 0 .223 372.382 0 .7 5 .34 0 .443 372.825 0.00 0.349 1.00 0.00 0 .00 0 0.00 0 .55 0.08636 .025757 0.01 0.150 0.00 1038.69 372 .21 0.230 372.437 0 .7 5 .11 0.405 372 . 842 0.00 0.349 1.00 0.00 0.00 0 0.00 0 .46 0.08636 .022499 0 .01 0.150 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BS 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR .........................................................................................................................•......... 1039.15 372. 25 0.238 372 . 4 84 0 .7 4 .86 0.367 372.851 0.00 0.349 1.00 0.00 0.00 0 0.00 0 .38 0 .08636 .019673 0 .01 0 .150 0 .00 1039.53 372.28 0 .246 372 . 525 0.7 4.64 0.334 372.859 0.00 0.349 1.00 0.00 0.00 0 0.00 0 .30 0.08636 .017212 0.01 0.150 0.00 1039.83 372.31 0 .255 372.560 0.7 4 .43 0 .305 372 . 865 0 .00 0 .349 1.00 0 .00 0.00 0 0 .00 0.27 0.08636 .015071 0.00 0.150 0.00 1040.10 372.33 0 .264 372. 592 0 .7 4.22 0.276 372 . 868 0.00 0.349 1.00 0 .00 0.00 0 0 .00 0 .22 0.08636 .013186 0.00 0.150 0 .00 1040.32 372. 35 0.273 372.620 0.7 4 .02 0.251 372. 871 0.00 0.349 1.00 0 .00 0.00 0 0 .00 0.18 0 .08636 . 011529 0.00 0 .150 0.00 1040.50 372.36 0.282 372. 645 0.7 3 .83 0.227 372.872 0.00 0 .349 1.00 0.00 0 .00 0 0.00 0 .14 0.08636 .010084 0.00 0.150 0.00 1040.64 372.37 0.292 372.667 0 .7 3.65 0 .206 372.873 0.00 0 .349 1.00 0.00 0.00 0 0.00 0 .12 0.08636 .008828 0.00 0.150 0.00 1040 .76 372 .38 0.302 372.687 0.7 3.48 0.188 372.875 0.00 0.349 1.00 0.00 0.00 0 0.00 0 .07 0.08636 .007730 0 .00 0 .150 0 .00 Page 2 1040.83 372.39 0. 313 372.705 0.7 3.32 0. l 71 372 . 876 0.00 0.349 1.00 0.00 0.00 0 0.00 0.06 0.08636 . 006774 0.00 0.150 0.00 1040.B9 372. 40 0.324 372. 721 0.7 3.17 0.156 372.877 0.00 0.349 1.00 0.00 0.00 0 0.00 0.03 0.0B636 .005936 0 .00 0.150 0.00 1040.92 372.40 0.336 372. 735 0.7 3.02 0.141 372 .876 0.00 0.349 1.00 0.00 0.00 0 0 .00 0.01 0.0B636 .005178 0.00 0.150 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BS 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR •*****************************************••······················································································· 1040.93 372. 40 0.349 372.749 0.7 2.87 0.128 372.877 0.00 0.349 1.00 0.00 0.00 0 0.00□ TEI JOB NO 3911 LATERAL BS 100-YEAR 1000.75 .r C H X R 1001.35 1001.95 1002.55 1003.15 1003.75 1004.35 1004.95 1005.55 1006.15 1006.75 1007.35 1007.95 1008.55 1009.15 1009.75 1010.35 1010.94 1011. 54 1012.14 1012.74 1013.34 1013.94 1014.54 I C X R 1015 .14 1015.74 I C X H R 1016.34 I C X H R 1016.94 I C X H R 1017.54 I C X H R 1018.14 I C X H R 1018.74 I C X H R 1019.34 I C X H R 1019.94 I C X H R 1020.54 I C WE H R 1021.14 I w C H E R 1021.74 I w C H E R 1022.34 1022.94 1023.54 1024.14 1024.74 1025.34 1025.94 1026.54 1027.14 I w C HE R 1027.74 1028.34 1028.94 1029.54 1030.14 1030.74 I w C X R 1031. 33 1031.93 1032.53 1033 .13 I w C e H R 1033.73 1034.33 1034.93 I w C E H R 1035.53 1036 .13 I w C E H R 1036.73 I w C E H R 1037.33 1037.93 I w C E H R 1038.53 I w C E H R 1039.13 I w C E H R Page 3 1039.73 1040.33 1040.93 N O T E S 1. GLOSSARY 368 .93 I INVERT ELEVATION C CRITICAL DEPTH 369 .38 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT 369 .82 370.27 370.72 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ 371 . 16 371. 61 Page 4 I I I 372 .06 W C W C W C 372.51 E E E 372. 95 H H H 373 .40 R R R D DATE: 4/28/2022 TIME: 15:17 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD D 12 4 1.00 F0515P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL 86 HEADING LINE NO 3 IS - 100-YEAR F O 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET • * * U/S DATA STATION INVERT SECT 1004.67 369.23 12 ELEMENT NO 2 IS A REACH * * U/S DATA STATION INVERT SECT N 1047.32 372. 81 12 0.012 ELEMENT NO 3 IS A REACH • * * U/S DATA STATION INVERT SECT N 1085 .17 384.46 12 0 .012 ELEMENT NO 4 IS A SYSTEM HEADWORKS • U/S DATA STATION INVERT SECT 1085.17 384.46 12 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING • ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT LICENSEE: THIENES ENGINEERING F0515P WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL 86 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER ELEV OF FLOW ELEV HEAD GRD.EL. ELEV L/ELEM so SF AVE HF PAGE NO 3 D PAGE NO 2 w S ELEV 371. 28 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 w s ELEV 0.00 ELEVATION IN HDWKDS, W.S.ELEV INV+ DC D PAGE 1 CRITICAL HGT/ BASE/ ZL NO AVBPR DEPTH DIA ID NO. PIER NORM DEPTH ZR •••......•••••.....••...•••....•••.....••......•......••....•.••...•••••..•.•.•.•.....••......•.•........••.....•.....•...••.•..••. 1004.67 369.23 2.050 371.280 1.5 1. 91 0 .057 371. 337 0.00 0.519 1.00 0.00 0.00 0 0.00 12.46 0.08394 .001510 0.02 0.240 0.00 1017.13 370.28 1.000 371. 276 1.5 1. 91 0 .057 371. 333 0.00 0.519 1.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1017.13 370.28 0.234 370.510 1.5 10. 71 1 .783 372 .293 0.00 0.519 1.00 0.00 0.00 0 0.00 5.31 0.08394 .104078 0.55 0.240 0 .00 1022.44 370. 72 0.234 370.955 1.5 10. 71 1. 783 372. 738 0.00 0.519 1.00 0.00 0.00 0 0.00 6.30 0.08394 .110817 0.70 0.240 0 .00 1028.74 371. 25 0.226 371. 476 1.5 11.19 1. 946 373.422 0.00 0.519 1.00 0.00 0.00 0 0.00 4.38 0.08394 .126816 0 .56 0.240 0.00 1033.12 371. 62 0.219 371.837 1.5 11.72 2.132 373.969 0.00 0.519 1.00 0.00 0.00 0 0.00 3.39 0.08394 ,145241 0 .49 0 .240 0.00 1036.51 371. 90 0.212 372.114 1.5 12.30 2.347 374.461 0.00 0.519 1.00 0.00 0.00 0 0.00 2.78 0.08394 .166229 0.46 0.240 0 .00 1039.29 372.14 0.205 372.341 1.5 12.93 2.596 374 .937 0.00 0.519 1.00 0.00 0.00 0 0.00 2.38 0.08394 .190107 0.45 0.240 0 .00 1041.67 372. 34 0.198 372. 534 1.5 13.51 2.836 375.370 0.00 0.519 1.00 0.00 0 .00 0 0.00 2.09 0.08394 . 217243 0 .45 0.240 0.00 1043.76 372. 51 0.191 372.702 1.5 14.29 3.169 375 .871 0.00 0.519 1.00 0.00 0.00 0 0.00 1. 87 0.08394 .248553 0 .46 0.240 0 .00 Page l 1045.63 372. 67 0.185 372.853 1. 5 14.85 3.425 376.278 0.00 0.519 1.00 0.00 0.00 0 0.00 1. 69 0.08394 .285011 0.48 0 .240 0 .00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B6 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR .....•••••...•..•••.....•....••••.....••...•.••••...•.•••...••••.....•••...•••••.•...••.•....•.••......••••....•••............•.••. 1047.32 372. 81 0.180 372. 990 1.5 15.62 3. 791 376.781 0.00 0.519 1.00 0.00 o.oo 0 0.00 13.16 0.30779 . 293714 3.87 0.160 o.oo 1060.48 376.86 0.182 377.043 1.5 15.31 3.638 380.681 0.00 0.519 1.00 0.00 o.oo 0 0.00 7.52 0. 30779 .264895 1. 99 0.160 0,00 1068.00 379.18 0.188 379.363 1.5 14.56 3.293 382.656 0.00 0.519 1.00 0.00 0 .00 0 0.00 3.83 0. 30779 .231608 0.89 0.160 0 .00 1071. 83 380.35 0.195 380.549 1. 5 13.89 2.995 383.544 0.00 0.519 1.00 0.00 0.00 0 0.00 2.52 0.30779 .202751 0.51 0.160 0.00 1074.35 381.13 0.202 381. 331 1. 5 13.27 2.736 384.067 0.00 0.519 1.00 0.00 0 .00 0 0.00 1. 84 0.30779 .177057 0.33 0.160 0.00 1076.19 381.70 0.208 381.904 1.5 12.61 2.467 384.371 0.00 0.519 1.00 0.00 o.oo 0 0.00 1. 42 0.30779 .154473 0.22 0.160 0 ,00 1077.61 382 .13 0.215 382.347 1.5 12.00 2.236 384.583 0.00 0.519 1.00 0.00 0 ,00 0 0.00 1.13 0.30779 .135134 0.15 0.160 0 .00 1078.74 382.48 0.223 382.705 1.5 11.45 2.036 384.741 0.00 0.519 1.00 0.00 o.oo 0 0.00 0.94 0.30779 .118158 0.11 0.160 0 .00 1079.68 382.77 0.230 383.002 1.5 10.95 1. 861 384.863 0.00 0.519 1.00 0.00 o.oo 0 0.00 0.79 0. 30779 .103213 0.08 0.160 0 ,00 1080.47 383.01 0.238 383.251 1.5 10.42 1. 685 384.936 0.00 0.519 1.00 0.00 0 .00 0 0.00 0.66 0.30779 . 090372 0.06 0.160 0.00 1081.13 383.22 0.247 383.464 1.5 9.93 1. 532 384.996 0.00 0.519 1.00 0.00 0 .00 0 0.00 0.58 0. 30779 .079085 0.05 0.160 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B6 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ................................................................................................................................... 1081. 71 383.39 0.255 383.649 1.5 9 .49 1.400 385.049 0.00 0.519 1.00 0.00 0.00 0 0.00 0.49 0.30779 ,069138 0.03 0.160 0.00 1082.20 383.55 0.264 383.810 1.5 9.04 1.268 385 .078 0.00 0.519 1.00 0.00 0.00 0 0.00 0.43 0.30779 . 060492 0,03 0.160 0.00 1082.63 383.68 0.273 383.951 1.5 8.62 1 .154 385.105 0.00 0.519 1.00 0.00 0.00 0 0.00 0.38 0.30779 .052889 0.02 0.160 0.00 1083.01 383 .79 0 .282 384.076 1.5 8.20 1.043 385 .119 0.00 0.519 1.00 0.00 0 .00 0 0.00 0.32 0.30779 .046265 0.01 0.160 0.00 1083.33 383.89 0.292 384.186 1.5 7.81 0.948 385 .134 0.00 0.519 1.00 0.00 0.00 0 0.00 0.28 0. 30779 .040544 0.01 0.160 0 .00 1083.61 383.98 0.303 384.284 1.5 7.46 0.865 385 .149 0.00 0.519 1.00 0 .00 0.00 0 0.00 0.26 0.30779 .035511 0.01 0.160 0.00 1083.87 384.06 0 .313 384.372 1.5 7 .11 0.785 385 ,157 0.00 0.519 1.00 0.00 0.00 0 0.00 0.21 0.30779 .031072 0.01 0.160 0.00 Page 2 1084.08 384.13 0.324 384.450 1. 5 6.79 0.715 385.165 0.00 0.519 1.00 0.00 0.00 0 0.00 0.19 0.30779 .027233 0.01 0.160 0.00 1084.27 384.18 0.336 384.520 1.5 6.47 0.649 385.169 0.00 0.519 1.00 0.00 0.00 0 0.00 0.17 0.30779 .023879 0.00 0 .160 0.00 1084.44 384.24 0 .348 384.583 1. 5 6.17 0. 592 385.175 0.00 0.519 1.00 0.00 0.00 0 0.00 0.14 0.30779 . 020922 0.00 0.160 0.00 1084.58 384.28 0.360 384.640 1. 5 5.88 0.537 385.177 0.00 0.519 1.00 0.00 0.00 0 0.00 o .13 0.30779 .018336 0.00 0.160 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B6 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ...••••..•..•••••.........••••••••••..•.......•.•••.•...••....•••..•.••...••.......•.•....•......•......••....••.....•.......•..... 1084. 71 384.32 0.373 384. 691 1.5 5.62 0.490 385,181 0.00 0.519 1.00 0.00 0.00 0 0.00 0.11 0. 30779 ,016076 0 ,00 0.160 0.00 1084.82 384.35 0.386 384.737 1.5 5.34 0.442 385.179 0.00 0.519 1.00 0.00 0.00 0 0.00 0.09 0.30779 .014098 0.00 0 .160 0.00 1084. 91 384.38 0.400 384.779 1.5 5.10 0.404 385.183 0.00 0.519 1.00 0.00 0.00 0 0.00 0.07 0.30779 . 012377 o.oo 0.160 0.00 1084.98 384.40 0.415 384.816 1.5 4.85 0.366 385.182 0.00 0.519 1.00 0.00 0.00 0 0.00 0.06 0.30779 .010870 0.00 0.160 0.00 1085.04 384.42 0.430 384.850 1.5 4.63 0.333 385.183 0.00 0.519 1.00 0.00 0.00 o 0.00 0.05 0.30779 .009548 0,00 0.160 0 .00 1085.09 384.44 0.446 384.881 1.5 4.42 0.304 385,185 0.00 0.519 1.00 0.00 0.00 0 0.00 0.03 0.30779 .008396 0.00 0.160 0.00 1085.12 384.45 0.463 384.909 1.5 4.21 0.276 385.185 0.00 0.519 1.00 0.00 0.00 0 0.00 0.03 0.30779 .007383 0.00 0.160 0.00 1085.15 384.45 0.480 384.934 1.5 4.02 0.251 385 .185 0.00 0.519 1.00 0.00 0 .00 0 0.00 0.02 0.30779 ,006494 0.00 0.160 0.00 1085.17 384.46 0.498 384.957 1.5 3.83 0.227 385.184 0.00 0.519 1.00 0.00 0.00 0 0.00 0.00 0. 30779 .005704 0.00 0.160 0 .00 1085.17 384.46 0.519 384.979 1.5 3.64 0 .206 385.185 0.00 0.519 1.00 0.00 0.00 0 0.000 TEI JOB NO 3911 LATERAL B6 100-YEAR 1004.67 .I C H X R 1005.62 1006.56 1007.51 1008.46 1009.41 1010 ,35 1011 . 30 1012.25 1013 .19 1014.14 1015.09 1016.03 1016.98 1017.93 I C X R 1018.88 IW C H E R 1019,82 1020. 77 1021.72 1022.66 IW C H E R 1023.61 1024.56 1025.51 1026.45 1027.40 Page 3 IW C H E I WC H IW C H I W C H IW C H IW C IW C 1028.35 1029.29 1030.24 1031.19 1032.13 1033.08 1034.03 1034.98 1035.92 1036.87 1037.82 1038.76 1039.71 1040.66 1041. 61 1042.55 1043.50 1044.45 1045.39 1046.34 1047.29 1048.23 1049.18 1050.13 1051. 08 1052.02 1052.97 1053.92 1054.86 1055.81 1056.76 1057.71 1058.65 1059.60 1060.55 1061. 49 1062.44 1063.39 1064.33 1065.28 1066.23 1067.18 1068.12 1069.07 1070.02 1070.96 1071. 91 1072. 86 1073.81 1074.75 1075.70 1076.65 1077. 59 1078.54 1079.49 1080.43 1081. 38 1082.33 1083.28 1084.22 1085.17 IW C 369.23 NO TE S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH 370.85 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y ~ WALL ENTRANCE OR EXIT 372. 48 E E E E H E H E H 374.10 375. 72 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ E IW C H IW C 377. 34 378.97 Page 4 R R R R R R R R E R H E R IW C H E R IW C H E R I W C H E R IW C H E R I we H E R IW C H E R I W C H E R IW C H E R IW C H E R IW C H E R IW C H E R 380.59 382.21 383.84 385.46 □ DATE: 4/2B/2022 TIME: 15 :20 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(lO) DROP CD □ 12 4 1.00 F0515P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 rs - LATERAL B7 HEADING LINE NO 3 IS - 100-YEAR F0515P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO 1 rs A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 1000.75 370 .23 12 STATION INVERT SECT 1037.9B 373.40 12 N 0.012 ELEMENT NO 3 rs A SYSTEM HEADWORKS * * W S ELEV 371 . 46 U/S DATA STATION INVERT SECT W S ELEV 1037.98 373.40 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV =INV+ DC □ LICENSEE: THIENES ENGINEERING F0515P PAGE 1 □ WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B7 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV so 1000.75 370.23 1.230 371. 460 2 .71 0.08515 1003 .46 370.46 1.000 371. 460 1.07 0.08515 1004.53 370.55 0.907 371. 459 0.63 0.08515 1005.16 370.61 O.B53 371. 458 0.51 0.0B515 1005.67 370.65 O.B 09 371. 458 0.45 0.0B515 1006.12 370.69 0 . 770 371. 457 0.40 0.08515 1006.52 370. 72 0.735 371. 456 0 .36 0.08515 1006.BB 370 .75 0 .703 371. 455 0.34 0.0B515 1007.22 370. 7B 0.673 371.454 0.32 0 .0B515 1007.54 370.81 0.645 371. 453 0 .29 0 .0B515 1007 .83 370.83 0.619 371.452 0 .26 0 .08515 Q 0 .5 0 .5 0 .5 0.5 0.5 0.5 0 .5 0 .5 0 .5 0.5 0.5 VEL 0 .64 0.64 0.67 0.70 0 .73 0 .77 0 .81 0.85 0.89 0.93 0 .98 VEL HEAD SF AVE 0.006 .000166 0.006 .000155 0 .007 .000152 0 .008 .000164 0 .008 .000181 0.009 .000201 0.010 .000224 0. 011 .000251 0 .012 .000281 0.014 .000317 0.015 .000358 ENERGY GRD.EL. HF 371. 466 0 ,00 371 ,466 0 ,00 371,466 0.00 371. 466 0.00 371. 466 0.00 371.466 0.00 371.466 0 .00 371 . 466 0.00 371. 466 0.00 371. 467 0 .00 371.467 0 .00 Page 1 SUPER CRITICAL ELEV DEPTH 0 .00 0 .293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 0.00 0.293 NORM DEPTH 0 .120 0 .120 0 .120 0.120 0.120 0.120 0 .120 0.120 0.120 0.120 0 .120 HGT/ DIA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 BASE/ ID NO. ZL NO AVBPR ZR 0.00 0 .00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0 .00 0 .00 0.00 0.00 0.00 PIER 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B7 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR *******••·························································································································· 1008.09 370.86 0.595 371.450 0.5 1.02 0.016 371. 466 0.00 0.293 1.00 0.00 0 ,00 0 0.00 0.26 0.08515 .000405 0 .00 0 .120 0 .00 1008.35 370.88 0 .572 371. 449 0.5 1.08 0.018 371 . 467 0.00 0.293 1.00 0.00 o.oo 0 0.00 0.23 0.08515 .000459 o.oo 0.120 o.oo 1008.58 370.90 0.550 371. 447 0. 5 1.13 0 .020 371 . 467 0.00 0.293 1.00 0.00 0 .00 0 0.00 0.18 0.08515 .000519 0 .00 0 .120 0 .00 1008.76 370.91 0 .530 371. 442 0.5 1.18 0 .022 371.464 0.00 0.293 1.00 0.00 0.00 0 0.00 HYDRAULIC JUMP o.oo 1008.76 370 .91 0.144 371. 056 0 .5 7 .14 0.792 371. 848 0.00 0.293 1.00 0.00 0 .00 0 0.00 8.92 0.08515 .083036 0.74 0 .120 0 .00 1017.68 371. 67 0.144 371.816 0 .5 7 .14 0 .792 372.608 0.00 0.293 1.00 0.00 0.00 0 0 .00 8.01 0.08515 .076822 0.62 0 .120 0 .00 1025.69 372.35 0.149 372.503 0.5 6.76 0.709 373.212 0.00 0.293 1.00 0.00 0.00 0 0.00 3.34 0.08515 .067106 0.22 0.120 0 .00 1029.03 372. 64 0.154 372.792 0 .5 6.49 0 .655 373.447 0.00 0.293 1.00 0.00 0.00 0 0.00 2.04 0.08515 .058577 0.12 0.120 0.00 1031.07 372. 81 0.159 372. 971 0 .5 6 .17 0.592 373.563 0.00 0.293 1.00 0.00 0 ,00 0 0.00 1.41 0.08515 .051200 0.07 0.120 o.oo 1032.48 372. 93 0.165 373.097 0.5 5 .88 0 .537 373.634 0.00 0.293 1.00 0.00 0 ,00 0 0.00 1.09 0.08515 .044734 0.05 0 .120 0 ,00 1033.57 373.02 0.170 373.194 0 .5 5 .62 0 .490 373.684 0 .00 0.293 1.00 0.00 0.00 0 0.00 0.83 0.08515 .039043 0.03 0.120 0,00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B7 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO , PIER L/ELEM so SF AVE HF NORM DEPTH ZR .....•.•••••••.....•••..••••......••..•.••••...••••......•••.....•.••.•...••.......•••.•....••••.•.....•.•......••....•...........• 1034.40 373.10 0 .176 373. 271 0 .5 5 .38 0 .449 373 ,720 0.00 0 .293 1.00 0.00 0.00 0 0.00 0.68 0.08515 .034128 0 .02 0.120 0.00 1035.08 373.15 0 .182 373.335 0.5 5.10 0 .404 373 ,739 0.00 0.293 1.00 0.00 0.00 0 0.00 0.56 0.08515 .029809 0 .02 0.120 0 .00 1035.64 373.20 0 .188 373.388 0. 5 4.85 0.366 373.754 0.00 0.293 1.00 0.00 0 .00 0 0.00 0.46 0.08515 .026018 0.01 0.120 0 .00 1036.10 373.24 0.194 373.434 0.5 4 .63 0.333 373.767 0.00 0.293 1.00 0.00 0 .00 0 0.00 0.37 0.08515 .022733 0.01 0.120 0 ,00 1036.47 373 .27 0.201 373 .473 0.5 4 .42 0 .304 373 .777 0.00 0 .293 1.00 0.00 0.00 0 0.00 0.32 0.08515 ,019887 0 .01 0.120 0,00 1036.79 373.30 0.208 373.507 0.5 4 .20 0.274 373 .781 0.00 0.293 1.00 0 .00 0.00 0 0.00 0.27 0.08515 ,017383 0 .00 0.120 0 .00 1037.06 373.32 0.215 373.537 0.5 4.03 0 .252 373.789 0.00 0 .293 1.00 0.00 0.00 0 0.00 0.22 0.08515 .015183 0.00 0.120 0 .00 1037.28 373.34 0.222 373.563 0.5 3.85 0.230 373.793 0.00 0.293 1.00 0 .00 0 .00 0 0.00 0.18 0.08515 ,013273 0.00 0.120 0.00 Page 2 1037.46 373.36 0.230 373.586 0 .5 3 .65 0 .207 373.793 0.00 0.293 1.00 0.00 0 .00 0 0.00 0.15 0.08515 . 011614 0.00 0 .120 0.00 1037.61 373 .37 0 .238 373.607 0 .5 3 .50 0 .190 373.797 0.00 0.293 1.00 o.oo 0 .00 0 0.00 0.12 0.08515 .010156 0 .00 0 .120 0.00 1037.73 373.38 0.246 373.625 0.5 3.33 0 .173 373.798 0.00 0. 293 1.00 0 .00 0 .00 0 0.00 0.10 0.08515 .008873 0.00 0 .120 0.00 D LICENSEE : THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B7 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR **********••······················································································································· 1037.83 373 .39 0.254 373.641 0.5 3.16 0 .156 373.797 o.oo 0.293 1.00 0.00 0 .00 0 0.00 0.07 0 .08515 . 007758 0.00 0.120 0.00 1037.90 373.39 0.263 373.656 0.5 3 .03 0 .143 373.799 0.00 0.293 1.00 0.00 0.00 0 0.00 0.05 0.08515 .006788 0.00 0.120 0.00 1037.95 373.40 0 .272 373.669 0.5 2.87 0.128 373. 797 0.00 0.293 1.00 0.00 0.00 0 0.00 0 .02 0.08515 .005942 0.00 0.120 0 .00 1037.97 373.40 0 .282 373.681 0.5 2.75 0.117 373.798 0.00 0.293 1.00 0.00 0.00 0 0.00 0 .01 0.08515 .005174 0.00 0 .120 0 .00 1037.98 373.40 0 .293 373.693 0.5 2.60 0 .105 373. 798 0.00 0.293 1.00 0.00 0 .00 0 0.000 TEI JOB NO 3911 LATERAL B7 100-YEAR 1000.75 .I C H X R 1001. 25 1001. 74 1002.24 1002.74 1003.23 1003.73 I C X R 1004.22 1004.72 I C X H R 1005.22 I C X H R 1005.71 I C X H R 1006.21 I C X H R 1006.71 I C X H R 1007.20 I C X H R 1007.70 I C X H R 1008.20 I C X H R 1008.69 I C X H R 1009.19 I C X H R 1009.69 I C X H R 1010.18 I C X H R 1010.68 I C J( H R 1011.1 7 I w C E H R 1011. 67 1012 .17 1012.66 1013 .16 1013. 66 1014 .15 1014.65 1015 .15 1015.64 1016 .14 1016.63 1017.13 1017.63 1018.12 I w C EH R 1018.62 1019.12 1019.61 1020 .11 1020.61 1021.10 1021.60 1022.10 1022.59 1023.09 1023.58 1024 .08 1024.58 Page 3 1025 .07 1025 .57 1026 .07 1026.56 1027.06 1027.56 1028.05 1028.55 1029.04 1029.54 1030.04 1030.53 1031. 03 1031. 53 1032.02 1032.52 1033 .02 1033 .51 1034.01 1034.51 1035.00 1035.50 1035.99 1036 .49 1036 .99 1037.48 1037.98 N O T E S 1. GLOSSARY 370.23 I INVERT ELEVATION C CRITICAL DEPTH 370.65 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT 371. 06 371. 48 371. 90 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ I W C I W C I w I I 372. 31 372. 73 Page 4 E H R E H R C E H R w C E H R w C E H R I w C E H R I w C E H R I w C E H R I w C E H R I W C E H R I W C E H R I W C E H R 373 .15 373.57 373.98 374.40 □ DATE: 4/29/2022 TIME: 8:17 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE l CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD □ 12 4 1.00 F0515P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO l IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL BS HEADING LINE NO 3 IS - 100-YEAR F0515P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 3 IS A REACH U/S DATA 1004.67 371.02 12 * * • STATION INVERT SECT 1042.80 373.49 12 . . . STATION INVERT SECT 1054.76 382.07 12 N 0.012 N 0.012 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * W S ELEV 371. 69 U/S DATA STATION INVERT SECT W S ELEV 1054.76 382.07 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0 .00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC 0 PAGE LICENSEE: THIENES ENGINEERING F0515P WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BS 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD.EL. SUPER CRITICAL L/ELEM so 1004.67 371.02 0.200 371. 220 0.9 3 .71 0.06478 1008 .38 371. 26 0.200 371. 460 0.9 8.09 0.06478 1016.47 371. 79 0.193 371. 978 0. 9 4 .87 0.06478 1021. 34 372. 10 0.187 372.287 0 . 9 3.39 0.06478 1024.73 372.32 0.181 372.501 0. 9 2.64 0.06478 1027.37 372.49 0.175 372. 665 0 . 9 2 .18 0.06478 1029.55 372.63 0.169 372. 801 0 . 9 1.87 0.06478 1031 .42 372.75 0.164 372.917 0. 9 1.64 0.06478 1033 .06 372 .86 0.158 373 .017 0 . 9 1.47 0.06478 1034.53 372. 95 0.153 373.107 0. 9 1.33 0.06478 8.04 8.04 8.41 8.82 9.28 9.68 10.23 10. 71 11. 25 11. 69 SF AVE 1.003 .070902 1.003 .075598 1. 099 .086154 1. 209 .098695 1. 337 .112981 1. 454 .129238 1. 624 .148057 1.783 .169434 1. 965 .193819 2.121 .222009 HF 372 .223 0.26 372.463 0.61 373.077 0.42 373.496 0.33 373.838 0.30 374 .119 0.28 374.425 0.28 374.700 0.28 374 .982 0.28 375.228 0 .30 Page 1 ELEV DEPTH NORM DEPTH 0.00 0 .398 0.200 0.00 0.398 0.200 0.00 0.398 0 .200 0.00 0.398 0.200 0.00 0.398 0.200 0.00 0.398 0.200 0.00 0.398 0.200 0.00 0.398 0.200 0.00 0.398 0.200 0.00 0.398 0.200 HGT/ DIA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 BASE/ ID NO. ZL NO AVBPR PIER ZR 0 .00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0 0 0 0 0 0 0 0 0 0 0 .00 0.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 1035.86 373.04 0 .148 373.189 0.9 12.33 2.360 375 .549 0.00 0 .398 1.00 0.00 0 .00 0 0 .00 1.22 0 .06478 .254777 0.31 0.200 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B8 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR .............•..................................................................................................................... 1037.08 373 .12 0 .144 373.264 0.9 12 .86 2 .567 375.831 0.00 0.398 1.00 0 .00 0.00 0 0.00 1.12 0 .06478 .292082 0 .33 0.200 0.00 1038.20 373.19 O .139 373.331 0. 9 13.64 2.887 376 .218 0.00 0.398 1.00 0.00 0.00 0 0.00 1.04 0 .06478 .333834 0 .35 0.200 0.00 1039.24 373.26 0 .134 373 .394 0.9 14.29 3.169 376 .563 0 .00 0.398 1.00 0.00 0.00 0 0.00 0.98 0.06478 .382312 0.37 0.200 0 .00 1040.22 373.32 0.130 373.453 0.9 15.00 3.494 376.947 0.00 0.398 1.00 0 .00 0.00 0 0.00 0. 91 0 .06478 .438596 0.40 0.200 0.00 1041.13 373.38 0.126 373.508 0.9 15.52 3 .739 377.247 0.00 0.398 1.00 0 .00 0.00 0 0.00 0.86 0 .06478 .502839 0 .43 0.200 0.00 1041.99 373 .44 0.122 373.560 0. 9 16.36 4.158 377 . 718 0.00 0 .398 1.00 0.00 0.00 0 0 .00 0.81 0 .06478 .576534 0 .47 0.200 0.00 1042 .80 373.49 0 .118 373 .608 0 .9 17.31 4 .651 378 .259 0 .00 0 .398 1.00 0.00 0.00 0 0 .00 2.88 0 .71739 .577816 1. 66 0.100 0.00 1045.68 375.56 0.122 375.677 0. 9 16.36 4.158 379.835 0.00 0 .398 1.00 0.00 0.00 0 0 .00 1. 77 0 .71739 .505239 0.89 0.100 0.00 1047.45 376 .83 0.126 376.955 0.9 15.79 3. 871 380.826 0.00 0 .398 1.00 0.00 0.00 0 0 .00 1. 24 0 .71739 .440689 0 .55 0 .100 0 .00 1048.69 377.72 0 .130 377.847 0 . 9 15.00 3.494 381.341 0.00 0.398 1.00 0.00 0.00 0 0.00 0.93 0 .71739 . 384136 0 .36 0.100 0.00 1049.62 378.39 0 .134 378.520 0.9 14. 29 3.169 381. 689 0.00 0 .398 1.00 0.00 0 .00 0 0 .00 0 . 74 0. 71739 .335427 0.25 0.100 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B8 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ......•..•.......••••••.•...•.••••••••....•..•••.••........••••••...•..•....•••••••..............•.••..••.......•.•••...•.•••....•. 1050.36 378 .91 0.139 379.053 0. 9 13.64 2.887 381.940 0.00 0 .398 1.00 0.00 0 .00 0 0.00 0 .60 0 . 71739 .292808 0.18 0 .100 0 .00 1050.96 379.35 0.143 379.490 0 .9 12.86 2 .567 382 .057 0.00 0 .398 1.00 0.00 0.00 0 0 .00 0.51 0 .71739 .255325 0.13 0.100 0.00 1051. 4 7 379. 71 0.148 379.854 0.9 12.33 2.360 382.214 0.00 0 .398 1.00 0.00 0.00 0 0 .00 0.42 0 .71739 .223069 0 .09 0 .100 0.00 1051.89 380.01 0 .153 380.164 0. 9 11 . 84 2.178 382 .342 0.00 0 .398 1.00 0.00 0 .00 0 0 .00 0.36 0. 71739 .194744 0.07 0.100 0.00 1052.25 380.27 0.158 380.431 0. 9 11. 25 1. 965 382.396 0.00 0.398 1.00 0.00 0.00 0 0 .00 0.32 0.71739 .170243 0.05 0 .100 0.00 1052 .57 380.50 0.164 380 .662 0.9 10. 71 1. 783 382.445 0.00 0 .398 1.00 0.00 0.00 0 0 .00 0.27 0.71739 .148764 0 .04 0.100 0.00 1052.84 380 .69 0.169 380.864 0 . 9 10.23 1. 624 382 .488 0.00 0 .398 1.00 0.00 0.00 0 o.oo 0 .24 0.71739 .1~98SS 0 .03 0.100 0.00 Page 2 1053.08 380.87 0.175 381. 042 0 .9 9.68 1.454 382 .496 0 .00 0.398 1.00 0.00 0.00 0 0.00 0 .21 0 .71739 .113520 0 .02 0 .100 0.00 1053 .29 381.02 0 .181 381. 200 0 .9 9.28 1. 337 382 .537 0.00 0.398 1.00 0 .00 0 .00 0 0.00 0 .19 0.71739 . 099166 0.02 0.100 0.00 1053.48 381.15 0.187 381. 340 0.9 8.82 1 .209 382.549 0.00 0.398 1.00 0.00 0 .00 0 0.00 0 .17 0. 71739 .086565 0.01 0.100 0.00 1053.65 381. 27 0.193 381. 464 0.9 8.41 1.099 382.563 0.00 0.398 1.00 0.00 0 .00 0 0.00 0.14 0.71739 .075644 0.01 0 .100 0.00 0 LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BB 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ...•.•...••...•...•...••••••••••...•......••••.•..........•.•..••..•............•••••..•.•..•..........•••••••••....••••..•..•••... 1053.79 381.38 0.200 381. 576 0. 9 8.04 1.003 382.579 0.00 0.398 1.00 0.00 0.00 0 0.00 0 .13 0.71739 . 066072 0.01 0 .100 0 .00 1053.92 381.47 0.206 381 .675 0.9 7.69 0. 919 382.594 0.00 0.398 1.00 0.00 0.00 0 0.00 0.12 0.71739 .057747 0.01 0 .100 0.00 1054 .04 381.55 0.214 381. 765 0.9 7 .32 0 .831 382.596 0 .00 0 .398 1.00 0.00 0 .00 0 0.00 0 .10 0 .71739 .050540 0.01 0.100 0.00 1054.14 381. 62 0.221 381. 845 0.9 6.98 0.756 382.601 0.00 0.398 1.00 0.00 0.00 0 0 .00 0 .09 0.71739 .04412 0 0.00 0.100 0.00 1054.23 381.69 0.228 381.918 0.9 6.67 0.690 382.608 0.00 0.398 1.00 0.00 0.00 0 0.00 0 .08 0 .71739 .038546 0.00 0 .100 0.00 1054 .31 381.75 0.236 381.983 0. 9 6.34 0.624 382.607 0.00 0.398 1.00 0.00 0.00 0 0.00 0 .07 0.71739 .033710 0.00 0.100 0.00 1054 .38 381. 80 0 .244 382.042 0.9 6.04 0.567 382.609 0.00 0 .398 1.00 0 .00 0 .00 0 0.00 0.06 0 .71739 .029500 0.00 0 .100 0.00 1054.44 381.84 0.253 382 .096 0.9 5.77 0.517 382.613 0.00 0.398 1.00 0.00 0.00 0 0 .00 0.06 0.71739 .025801 0.00 0 .100 0 .00 1054.50 381.88 0.261 382.144 0.9 5.49 0.468 382.612 0.00 0.398 1.00 0.00 0.00 0 0.00 0.05 0.71739 .022545 0.00 0 .100 0 .00 1054.55 381. 92 0.270 382 .188 0. 9 5.23 0.425 382. 613 0.00 0.398 1.00 0.00 0.00 0 0.00 0 .04 0.71739 .019741 0.00 0.100 0.00 1054.59 381. 95 0 .280 382 .227 0.9 5.00 0.388 382 .615 0.00 0 .398 1.00 0.00 0.00 0 0 .00 0 .03 0.71739 .017296 0 .00 0 .100 0 .00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 5 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BB 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ..•••.•....•••••••.••••••..........•...•........••••••••••......•............................•...............••.••.•.•••..•....•••• 1054 .62 381. 97 0 .290 382.263 0 .9 4 .76 0 .352 382.615 0.00 0 .398 1.00 0.00 0 .00 0 0 .00 0 .04 0 .71739 .015142 0.00 0 .100 0 .00 1054.66 382.00 0.300 382 .295 0.9 4.55 0.321 382.616 0 .00 0 .398 1.00 0.00 0 .00 0 0.00 0.02 0.71739 . 013247 0.00 0.100 0 .00 1054.68 382.01 0.310 382.325 0.9 4.33 0 .291 382.616 0.00 0.398 1.00 0.00 0 .00 0 0.00 0.02 0.71739 . 011593 0.00 0 .100 0.00 1054.70 382.03 0.321 382.351 0.9 4.13 0.265 382.616 0.00 0.398 1.00 0.00 0.00 0 0.00 Page 3 0.02 0.71739 .010152 o.oo 0 .100 0 .00 1054.72 382.04 0 .332 382 .376 0.9 3 .93 0.240 382 .616 0.00 0 .398 1.00 0.00 0.00 0 0 .00 0.02 0.71739 .008893 0 .00 0.100 0 .00 1054 .74 382.05 0.344 382.398 0.9 3.75 0.218 382.616 0.00 0 .398 1.00 0 .00 0.00 0 0.00 0 .01 0.71739 .007802 0.00 0 .100 0 .00 1054.75 382.06 0.357 382.417 0.9 3.57 0.198 382.615 0.00 0.398 1.00 0.00 0.00 0 0.00 0.01 0.71739 .006840 0 .00 0.100 0.00 1054.76 382.07 0.369 382.436 0. 9 3.41 0.180 382 .616 0.00 0.398 1.00 0.00 0 .00 0 0.00 0.00 0.71739 .005997 o.oo 0.100 0 .00 1054.76 382.07 0 .383 382 .452 0.9 3 .25 0.164 382 .616 0 .00 0 . 398 1.00 0.00 0.00 0 0.00 0.00 0.71739 .005243 0 .00 0 .100 0 .00 1054.76 382.07 0.398 382 .468 0.9 3 .09 0.149 382 .617 0.00 0 .398 1.00 0.00 0 .00 0 0.000 TEI JOB NO 3911 LATERAL BB 100-YEAR 1004.67 .IW C HE R 1005.14 1005.61 1006.07 1006.54 1007.01 1007.48 1007 .95 1008 .42 I W C HE R 1008 .88 1009.35 1009.82 1010.29 1010 .76 1011. 22 1011. 69 1012.16 1012.63 1013.10 1013.56 1014.03 1014.50 1014.97 1015 .44 1015 .91 1016 .37 1016.84 IW C H E R 1017 .31 1017.78 1018 .25 1018.71 1019.18 1019.65 1020.12 1020.59 1021. OS 1021. 52 I W C H E R 1021. 99 1022.46 1022.93 1023 .40 1023.86 1024 .33 1024 .80 I W C H E R 1025 .27 1025.74 1026 .20 1026.67 1027.14 1027.61 IW C H E R 1028.08 1028.54 1029.01 1029.48 1029.95 IW C H E R 1030.42 1030 .89 1031. 35 1031. 82 IW C H E R 1032.29 1032.76 1033.23 IW C H E R 1033.69 1034.16 1034.63 IW C H E R 1035.10 1035.57 1036.03 I W C H i,: R Page 4 1036.50 1036.97 1037.44 1037. 91 1038.38 1038.84 1039.31 1039.78 1040.25 1040. 72 1041.18 1041.65 1042.12 1042.59 1043.06 1043.52 1043.99 1044.46 1044.93 1045.40 1045.87 1046.33 1046.80 1047.27 1047.74 1048.21 1048.67 1049.14 1049.61 1050.08 1050.55 1051.01 1051.48 1051.95 1052.42 1052.89 1053.36 1053.82 1054.29 1054.76 N O T E S 1. GLOSSARY 371. 02 I INVERT ELEVATION C CRITICAL DEPTH 372.22 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT IW C H E IW C H E IW C H IW C H IW C H IW C H IW C H IW C 373.43 374.63 375.84 2 . STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ E E E E E H IW C H IW C H IW C IW C 377. 04 378.25 Page 5 E E E H H IW C H IW C H IW C H I W C H I WC H IW C I W C I W C IW C 379.45 380.66 E E E E E E E H H H H 381.86 E E E E 383.07 R R R R R R R R R R R R R R R R R R R R R D DATE: 4/28/2022 TIME: 15:34 F0515P 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 PIERS WIDTH DIAMETER WIDTH DROP CD 12 4 1.00 □ F 0 5 1 5 p PAGE NO 3 WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL B9 HEADING LINE NO 3 IS - 100-YEAR □ F O 5 1 5 p PAGE NO 2 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . . U/S DATA STATION INVERT SECT w S ELEV 1000.50 371.15 12 372.09 ELEMENT NO 2 IS A REACH . -+ U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1035.46 374. 91 12 0.012 0.00 0 .00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS • • U/S DATA STATION INVERT SECT w s ELEV 1035 .46 374 .91 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC D LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B9 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD .EL . ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR *************••···················································································································· 1000.50 371.15 0.940 372.090 0.6 0.78 0.010 372 .100 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.58 0.10755 .000214 0 .00 0 .130 0 .00 1001.08 371. 21 0.877 372.089 0 .6 0.82 0 .010 372. 099 0.00 0.322 1.00 0.00 0.00 0 0 .00 0.43 0 .10755 .000227 0.00 0.130 0.00 1001. 51 371. 26 0.829 372. 088 0.6 0.86 0.012 372 .100 0.00 0.322 1.00 0.00 0.00 0 0 .00 0.38 0 .10755 .000248 0.00 0 .130 0.00 1001.89 371.30 0.788 372.087 0 .6 0.90 0.013 372 .100 0.00 0.322 1.00 0.00 0 .00 0 0 .00 0.33 0.10755 .000275 0 .00 0.130 0.00 1002.22 371.33 0.751 372.086 0.6 0.95 0.014 372.100 0.00 0.322 1.00 0.00 0.00 0 0.00 0 .29 0.10755 .000306 0 .00 0 .130 0.00 1002.51 371 . 37 0 . 718 372.085 0 .6 0.99 0.015 372 .100 0.00 0 .322 1.00 0 .00 0 .00 0 0.00 0.28 0.10755 .000343 0.00 0.130 0.00 1002.79 371 . 40 0.687 372.083 0.6 1. 04 0.017 372 .100 0.00 0.322 1.00 0.00 0.00 0 0.00 0.25 0.10755 .000384 0.00 0 .130 0.00 1003 .04 371. 42 0 .658 372 .082 0.6 1. 09 0.019 372.101 0.00 0.322 1.00 0.00 0.00 0 0 .00 0.23 0.10755 .000432 0.00 0 .130 0.00 1003.27 371. 45 0.632 372.080 0.6 1.15 0.020 372 .100 0.00 0 .322 1.00 0.00 0.00 0 0 .00 0 .11 0 .10755 .000487 0.00 0 .130 0.00 1003.38 371. 46 0.607 372.067 0 .6 1. 20 0.022 372.089 0.00 0 .322 1.00 0 .00 0.00 0 0.00 HYDRAULIC JUMP 0.00 1003.38 371. 46 0.148 371.608 0.6 8.33 1.078 372.686 0.00 0 .322 1.00 0.00 0.00 0 0.00 5.38 0 .10755 .107468 0 .58 0 .130 0 .00 D Page 1 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B9 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ****************************••····································································································· 1008.76 372. 04 0.148 372.187 0.6 8.22 1.049 373.236 0.00 0.322 1.00 0.00 0.00 0 0.00 12.18 0 .10755 .100066 1. 22 O .130 0.00 1020.94 373 .35 0.153 373.501 0 .6 7 .89 0.968 374 .469 0 .00 0 .322 1.00 0.00 0.00 0 0.00 4.07 0 .10755 .087360 0 .36 0 .130 0.00 1025.01 373.79 0.158 373.945 0.6 7.50 0.873 374. 818 0.00 0.322 1.00 0.00 0.00 0 0.00 2.38 0.10755 .076215 0 .18 O .130 0.00 1027.39 374.04 0.163 374.205 0.6 7.14 0 .792 374.997 0.00 0 .322 1.00 0 .00 0.00 0 0 .00 1. 62 0 .10755 .066579 0.11 0 .130 0.00 1029.01 374.22 0.169 374.385 0.6 6.82 0.722 375.107 0.00 0.322 1.00 0.00 0.00 0 0.00 1. 22 0.10755 .058140 0.07 0.130 0.00 1030.23 374.35 0.174 374.522 0 .6 6 .52 0.660 375.182 0.00 0.322 1.00 0.00 0.00 0 0 .00 0.95 0.10755 . 050720 0 .05 0.130 0.00 1031.18 374.45 0.180 374.629 0.6 6.19 0.594 375.223 0.00 0.322 1.00 0.00 0.00 0 0.00 0.76 0.10755 .044312 0.03 0.130 0.00 1031.94 374.53 0.186 374.717 0.6 5.88 0.537 375 .254 0.00 0.322 1.00 0.00 0.00 0 0.00 0.62 0.10755 .038753 0.02 0 .130 0.00 1032.56 374.60 0.193 374.791 0.6 5.66 0.498 375.289 0.00 0.322 1.00 0.00 0.00 0 0 .00 0.52 0.10755 .033876 0.02 0 .130 0.00 1033.08 374 .65 0.199 374.853 0.6 5.36 0.446 375.299 0.00 0 .322 1.00 0.00 0.00 0 0 .00 0.44 0.10755 .029582 0.01 0 .130 0.00 1033.52 374.70 0.206 374.907 0.6 5.13 0.408 375.315 0.00 0.322 1.00 0.00 0.00 0 0.00 0.36 0.10755 .025863 0.01 0.130 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B9 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ....•.••..•..••.•..............•••••••....•...•.••.•........•••.•......••••.•...............•••••.•.•....•...•..•••...••••.......•• 1033.88 374.74 0.213 374.953 0.6 4.88 0.369 375.322 0.00 0 .322 1.00 0.00 0.00 0 0 .00 0.32 0.10755 .022596 0.01 0 .130 0.00 1034.20 374.77 0.220 374.994 0.6 4.65 0.336 375.330 0.00 0.322 1.00 0.00 0.00 0 0.00 0.25 0.10755 .019757 0.00 0 .130 0.00 1034.45 374.80 0.228 375.030 0.6 4.44 0.307 375.337 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.22 0.10755 .017292 0.00 0 .130 0.00 1034.67 374.83 0.236 375.062 0.6 4.23 0.277 375.339 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.19 0.10755 .015122 0.00 0.130 0.00 1034.86 374.85 0.244 375.090 0.6 4.03 0 .252 375 .342 0.00 0.322 1.00 0.00 0.00 0 0.00 0.16 0.10755 .013215 0.00 0.130 0.00 1035.02 374.86 0.252 375.115 0.6 3.85 0.230 375 .345 0.00 0.322 1.00 0.00 0.00 0 0.00 0.13 0.10755 . 011556 0.00 0 .130 0 .00 1035.15 374.88 0.261 375.137 0.6 3.68 0.210 375.347 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.10 0.10755 . 010114 0.00 0.130 0.00 1035.25 374. 89 0.270 375.157 0.6 3.51 0 .191 375.348 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.08 0 .10755 .008844 0 .00 0 .130 0.00 Page 2 1035.33 374.90 0.279 375.175 0.6 3 .33 0.173 375.348 0.00 0.322 l.00 0.00 0 .00 0 0.00 0 .06 0 .10755 .007738 0.00 0.130 0.00 1035.39 374.90 0 .289 375 .191 0.6 3.17 0.156 375.347 0 .00 0.322 l.00 0.00 0 .00 0 0.00 0 .04 0.10755 .006775 0.00 0.130 0.00 1035.43 374.91 0.299 375 .206 0.6 3.03 0.143 375.349 0 .00 0.322 1.00 0.00 0 .00 0 0.00 0 .02 0.10755 .005934 0.00 0.130 0 .00 D LICENSEE: THIENES ENGINEERING F05l5P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL B9 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD .EL . ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ***************••·················································································································· 1035.45 374.91 0.310 375.219 0.6 2.90 0 .130 375.349 0.00 0.322 l.00 0.00 0.00 0 0.00 0 .01 0.10755 • 0051 71 0.00 0 .130 0 .00 1035.46 374.91 0.322 375.232 0.6 2.74 0 .117 375.349 0.00 0.322 l.00 0.00 0.00 0 0.000 TEI JOB NO 3911 LATERAL B9 100-YEAR 1000 .50 . I C X H R 1001. 01 1001. 51 l C X H R 1002 .02 I C X H R 1002.53 I C X H R 1003 .03 I C )( H R 1003 .54 I C X H R 1004 ,05 I C )( H R 1004 .55 I C X H R 1005 .06 I C X H R 1005.57 I C X H R 1006.07 I w C H E R 1006.58 1007 .09 1007.59 1008.10 1008 ,61 1009 .11 I w C H E R 1009.62 1010 .13 1010.63 1011.14 1011. 65 1012.15 1012,66 1013.17 1013.67 1014.18 1014.69 1015.19 1015.70 1016.21 1016.71 1017 .22 1017.73 1018 .23 1018 .74 1019,25 1019.75 1020 ,26 1020 . 77 1021. 27 I w C H E R 1021. 78 1022 .29 1022 .79 1023 ,30 1023.81 1024.31 1024.82 1025.33 I w C HE R 1025 .83 1026.34 1026,85 1027.35 1027.86 I w C EH R 1028.37 1028.87 1029.38 I w C E H R 1029.89 1030,39 I w C E H R 1030.90 Page 3 1031. 41 1031.91 1032.42 1032.93 1033.43 1033.94 1034.45 1034.95 1035.46 N O T E S 1. GLOSSARY 371.15 I INVERT ELEVATION C CRITICAL DEPTH 371. 63 W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT 372 .10 372. 58 373.05 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ 373.53 374.01 Page 4 I W C I w C I w C I w C I w C I w C I W C I W C 374.48 374.96 E H E H E H E H E E E E 375.43 H H H H 375.91 R R R R R R R R 0 DATE: 4/28/2022 TIME: 15:37 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD 0 12 4 1.00 F O 5 1 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL BlO HEADING LINE NO 3 IS - 100-YEAR F0515P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 1004.67 372.32 12 2 IS A REACH U/S DATA . . . STATION INVERT SECT 1040.09 374.84 12 * * * N 0.012 W S ELEV 372 .83 PAGE NO 3 □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 3 IS A JUNCTION U/S DATA STATION 1042.09 INVERT 375.84 SECT LAT-1 LAT-2 N 0.012 Q3 0.2 Q4 0 .0 INVERT-3 INVERT-4 PHI 3 90.00 PHI 4 0.00 12 12 0 375.84 0.00 ELEMENT NO 4 IS A REACH U/S DATA * * • STATION INVERT SECT 1051.44 384.05 12 N 0.012 ELEMENT NO 5 IS A SYSTEM HEADWORKS * U/S DATA STATION INVERT SECT W S ELEV 1051.44 384.05 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO . 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC D PAGE LICENSEE: THIENES ENGINEERING F0515P WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BlO 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD .EL. SUPER CRITICAL L/ELEM so 1004.67 372.32 0.187 372. 507 0.8 1. 53 0. 07115 1006.20 372. 43 0.187 372.616 0.8 14.82 0.07115 1021.02 373.48 0.181 373.664 0.8 5.74 0.07115 1026 .76 373.89 0.175 374.067 0.8 3.65 0 .07115 1030.41 374 .15 0.170 374.322 0.8 2.69 0 .07115 1033.10 374.34 0 .164 374.507 0 .8 2.18 0 .07115 1035.28 374.50 0.159 374.657 0.8 1. 82 0 . 07115 1037.10 374.63 0 .154 374.782 0.8 1.59 0.07115 1038.69 374 .74 0 .149 374.889 0.8 1. 40 0. 07115 7.84 7.84 8.16 8.60 8.99 9.41 9.88 10.39 10. 96 SF AVE 0.955 . 072480 0.955 . 077150 1.035 .088318 1.149 .101252 1.255 .115963 1. 375 .132763 1. 515 .152197 1.676 .174357 1.865 .199715 HF 373.462 0 .11 373.571 1.14 374.699 0.51 375.216 0 .37 375.577 0 .31 375.882 0 .29 376 .172 0.28 376.458 0.28 376.754 0.28 Page 1 ELEV DEPTH NORM DEPTH 0.00 0 .374 0.200 0.00 0 .374 0.200 0.00 0 .374 0.200 0.00 0.374 0.200 0.00 0.374 0.200 0.00 0 .374 0.200 0.00 0.374 0.200 0.00 0 .374 0.200 0.00 0.374 0.200 HGT/ DIA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 BASE/ ID NO. ZL NO AVBPR PIER ZR 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0.00 0 .00 0 0 0 0 0 0 0 0 0 0 .00 0 .00 0.00 0 .00 0.00 0 .00 0.00 0.00 0.00 1040.09 374.84 0.144 374.984 0.8 11. 43 2.028 377.012 0.00 0.374 1.00 0.00 0.00 0 0.00 JUNCT STR 0.50000 .383842 0.77 0.00 1042.09 375.84 0.100 375 .940 0.6 14.63 3.325 379.265 0.00 0.322 1.00 0 .00 0.00 0 0.00 4.21 0.87808 .554416 2.33 0.100 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BlO 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 1046.30 379.54 0.100 379.635 0. 6 14.63 3.325 382.960 0.00 0.322 1.00 0.00 0.00 0 0 .00 0.08 0.87808 .550742 0.04 0.100 0.00 1046.38 379.61 0.100 379. 710 0. 6 14.63 3.325 383.035 0.00 0.322 1.00 0.00 0.00 0 0.00 0.82 0.87808 .511703 0 .42 0.100 0.00 1047.20 380.33 0.103 380.429 0. 6 13.95 3.023 383.452 0.00 0.322 1.00 0.00 0.00 0 0.00 0.63 0.87808 .446781 0.28 0.100 0.00 1047.83 380.88 0 .107 380.983 0.6 13.33 2.761 383.744 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.50 0.87808 .390022 0.20 0.100 0.00 1048.33 381. 32 0.110 381. 429 0.6 12.77 2.531 383.960 0.00 0.322 1.00 0.00 0.00 0 0.00 0.41 0.87808 .340057 0.14 0.100 0.00 1048.74 381.68 0 .114 381. 796 0.6 12.00 2.236 384.032 0.00 0.322 1.00 0.00 0.00 0 0.00 0.35 0.87808 . 297270 0.10 0.100 0 .00 1049.09 381 .99 0 .118 382.106 0 .6 11.54 2.067 384.173 0.00 0.322 1.00 0.00 0.00 0 0.00 0 .30 0. 87808 .258970 0.08 0.100 0.00 1049.39 382 .25 0 .121 382.370 0. 6 10.91 1. 848 384.218 0.00 0.322 1.00 0 .00 0.00 0 0 .00 0.25 0.87808 .225367 0.06 0.100 0.00 1049.64 382.47 0.125 382 .598 0.6 10.53 1. 721 384.319 0.00 0.322 1.00 0.00 0.00 0 0.00 0.22 0 .87808 .197103 0.04 0.100 0.00 1049.86 382.67 0.130 382.796 0.6 10.00 1. 553 384.349 0.00 0.322 1.00 0.00 0.00 0 0.00 0 .20 0.87808 .172318 0.03 0.100 0.00 1050.06 382.84 0.134 382.970 0.6 9.52 1. 408 384.378 0.00 0.322 1.00 0.00 0.00 0 0.00 0.17 0.87808 .150114 0.03 0.100 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BlO 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR .........................................................................•......................................................... 1050.23 382.99 0.138 383.123 0.6 9 .09 1. 283 384.406 0.00 0.322 1.00 0.00 0 .00 0 0 .00 0.15 0.87808 .130995 0.02 0.100 0.00 1050.38 383.12 0.143 383.259 0.6 8.70 1.174 384.433 0.00 0.322 1.00 0.00 0.00 0 0.00 0 .13 0.87808 .114535 0.01 0.100 0.00 1050.51 383.23 0.148 383.380 0. 6 8.22 1.049 384.429 0.00 0.322 1.00 0.00 0.00 0 0.00 0.12 0.87808 .100066 0.01 0.100 0.00 1050.63 383.33 0.153 383.488 0 . 6 7 . 89 0.968 384.456 0.00 0.322 1.00 0 .00 0.00 0 0.00 0.10 O. 87808 .087360 0.01 0.100 0.00 1050.73 383.43 0.158 383.584 0 .6 7 .50 0.873 384.457 0 .00 0.322 1.00 0 .00 0.00 0 0.00 0.09 0.87808 .076215 0.01 0.100 0.00 1050.82 383.51 0.163 383.671 0 .6 7.14 0. 792 384.463 0.00 0.322 1.00 0.00 0.00 0 0.00 0 .08 0.87808 .066579 0.01 0.100 0.00 Page 2 1050.90 383.58 0 .169 383.749 0.6 6.82 0. 722 384 .471 0.00 0 .322 1.00 0.00 0.00 0 0 .00 0.08 0.87808 .058140 0 .00 0.100 0.00 1050.98 383.64 0.174 383.818 0.6 6.52 0.660 384 .478 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.06 0 .87808 . 050720 0 .00 0 .100 0.00 1051. 04 383.70 0.180 383 .881 0.6 6.19 0.594 384.475 0 .00 0.322 1.00 0.00 0 .00 0 0.00 0.06 0.87808 .044312 0 .00 0.100 0.00 1051.10 383.75 0.186 383.938 0.6 5.88 0.537 384.475 0.00 0.322 1.00 0.00 0.00 0 0.00 0.05 0 .87808 .038753 0.00 0.100 0.00 1051.15 383.80 0.193 383 .990 0.6 5.66 0 .498 384 .488 0 .00 0 .322 1.00 0 .00 0.00 0 0 .00 0.05 0.87808 .033876 0 .00 0.100 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BlO 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVEPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR .....•.........••..••.......•.•....•.•••••....•••••.....•.••.•••.•....•...••••..•....•••••••...........••••••.....•......••.•..•.•• 1051.20 383.84 0.199 384.036 0.6 5 .36 0 .446 384.482 0 .00 0.322 1.00 0.00 0.00 0 0 .00 0.04 0.87808 .029582 0 .00 0.100 0.00 1051.24 383.87 0.206 384.078 0.6 5.13 0.408 384.486 0.00 0.322 1.00 0.00 0.00 0 0 .00 0.03 0 .87808 .025863 0 .00 0.100 0.00 1051.27 383 .90 0. 213 384 .116 0 . 6 4 .88 0 .369 384.485 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.03 0.87808 .022596 0 .00 0.100 0 .00 1051.30 383.93 0.220 384.150 0.6 4.65 0.336 384 .486 0.00 0 .322 1.00 0.00 0.00 0 0 .00 0.03 0 .87808 .019757 0 .00 0.100 0.00 1051.33 383.95 0.228 384 .181 0 .6 4 .44 0.307 384 .488 0.00 0.322 1.00 0 .00 0.00 0 0 .00 0.02 0 .87808 . 017292 0.00 0.100 0 .00 1051. 35 383.97 0.236 384.210 0.6 4.23 0.277 384.487 0.00 0.322 1.00 0.00 0.00 0 0.00 0.02 0 .87808 .015122 0.00 0.100 0.00 1051. 3 7 383.99 0.244 384 .235 0 .6 4.03 0 .252 384.487 0.00 0 .322 1.00 0.00 0 .00 0 0.00 0.02 0.87808 .013215 0 .00 0.100 0.00 1051.39 384.01 0.252 384.258 0.6 3.85 0.230 384.488 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.01 0.87808 . 011556 0.00 0.100 0.00 1051. 40 384.02 0.261 384.280 0.6 3.68 0 .210 384 .490 0 .00 0 .322 1.00 0.00 0.00 0 0 .00 0.02 0 .87808 .010114 0 .00 0.100 0.00 1051. 42 384 .03 0.270 384.299 0.6 3.51 0.191 384 .490 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.01 0 .87808 .008844 0.00 0.100 0.00 1051. 43 384 .04 0.279 384.316 0.6 3 .33 0.173 384.489 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.00 0 .87808 .007738 o.oo 0 .100 0.00 □ LICENSEE: THIENES ENGINEERING F0515P PAGE 5 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL BlO 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVEPR ELEV OF FLOW ELEV HEAD GRD .EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ....•......•.•.•..••••.•......••••..•...•..•..•..........•.•......•.•...••••.••...........•••......••..........••......•.........•. 1051.43 384.04 0 .289 384.332 0 .6 3.17 0 .156 384.488 0.00 0 .322 1.00 0 .00 0.00 0 0.00 0.01 0 .87808 .006775 0 .00 0.100 0 .00 1051.44 384.05 0.299 384.346 0.6 3.03 0.143 384 .489 0.00 0 .322 1.00 0.00 0.00 0 0.00 0.00 0.87808 .005934 0 .00 0.100 0.00 1051.44 384.05 0.310 384.359 0 .6 2.90 0 .130 384.489 0.00 0.322 1.00 0.00 0.00 0 0.00 Page 3 0.00 0.87808 . 005171 0.00 0.100 0.00 1051.44 384.05 0.322 384. 372 0.6 2.74 0.117 384.489 0.00 0.322 1.00 0.00 0.00 0 0.000 TEI JOB NO 3911 LATERAL Bl0 100-YEAR 1004.67 .IWC HE R 1005.16 1005.65 1006.15 1006.64 .I WC HE R 1007 .13 1007.62 1008.12 1008.61 1009.10 1009.59 1010.09 1010.58 1011. 07 1011. 56 1012.05 1012 .55 1013.04 1013.53 1014,02 1014.52 1015.01 1015.50 1015.99 1016.49 1016.98 1017.47 1017.96 1018 .45 1018.95 1019 ,44 1019.93 1020.42 1020.92 1021. 41 IW C H E R 1021. 90 1022 .39 1022 .89 1023 .38 1023 .87 1024.36 1024 .85 1025.35 1025 .84 1026 .33 1026 .82 IW C H E R 1027 .32 1027 ,81 1028.30 1028 ,79 1029.29 1029 .78 1030 .27 1030 .76 IW C H E R 1031. 26 1031. 75 1032.24 1032 .73 1033.22 I WC H E R 1033.72 1034.21 1034.70 1035 .19 1035 ,69 IW C H E R 1036.18 1036 ,67 1037 .16 IW C H E R 1037 .66 1038 ,15 1038.64 1039 .13 IWC H E R 1039 .62 1040 .12 IW C H E JX 1040 .61 1041.10 1041.59 1042 .09 1042 .58 IW C H E R 1043 .07 1043.56 1044 .06 1044 .55 1045 .04 1045 .53 1046 .02 1046.52 IW C H E R 1047 .01 IWC H E R 1047 .50 IW C H E R Page 4 1047.99 1048 .49 1048 .98 1049.47 1049.96 1050.46 1050.95 1051,44 N O T E S 1. GLOSSARY 372. 32 I INVERT ELEVATION C CRITICAL DEPTH 373.59 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT 374.87 376.14 377. 41 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLYU IWC H IW C IW C IW 378.69 379.96 381. 23 Page 5 E R H E R H E R C H E R X C H E R IW C H E R IWC H E R IW C H E R 382.50 383.78 385.05 D DATE: 4/29/2022 TIME: 8:38 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(lO) DROP CD D 12 4 1.00 F O 5 1 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL Bll HEADING LINE NO 3 IS - 100-YEAR F O 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO l IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 1000 .75 375.34 12 * * • STATION INVERT SECT 1011.35 377.12 12 N 0.012 ELEMENT NO 3 IS A SYSTEM HEADWORKS * W S ELEV 375.94 U/S DATA STATION INVERT SECT W S ELEV 1011 .35 377.12 12 0 .00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV -INV+ DC 0 LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bll 100-YEAR STATION INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD .EL . SUPER CRITICAL L/ELEM so 1000.75 375 .34 0.600 375.940 0.3 0 .14 0.16792 1000 .89 375.36 0.576 375.939 0.3 0.13 0 .16792 1001.02 375.38 0.554 375.939 0.3 0 .12 0.16792 1001.14 375.40 0.533 375.938 0.3 0 .11 0 .16792 1001. 25 375.42 0. 513 375.937 0. 3 0.10 0.16792 1001. 35 375.44 0 .495 375.936 0 .3 0.11 0.16792 1001.46 375.46 0.476 375.936 0.3 0.10 0.16792 1001.56 375.48 0.459 375.935 0 .3 0.09 0.16792 1001.65 375.49 0.443 375.933 0.3 0.02 0.16792 1001.67 375.49 0 .427 375.920 0 .3 HYDRAULIC JUMP 1001.67 375.49 0.100 375.593 0.3 1. 93 0 .16792 D 0.61 0 .64 0.67 0.70 0.74 0 .77 0.81 0 .85 0.89 0 .94 7.32 SF AVE 0.006 .000142 0.006 .000161 0.007 .000182 0.008 .000207 0.008 .000235 0 .009 .000267 0.010 .000304 0.011 .000345 0.01?. .000393 0.014 0.831 .138604 HF 375.946 0 .00 375.945 0 .00 375.946 o.oo 375.946 0.00 375.945 0.00 375.945 0 .00 375 .946 0 .00 375 .946 0 .00 375.945 0.00 375.934 376.424 0 .27 Page 1 ELEV DEPTH NORM DEPTH 0.00 0.226 0.100 0.00 0 .226 0.100 0.00 0.226 0.100 0.00 0 .226 0.100 0.00 0 .226 0 .100 0.00 0 .226 0.100 0.00 0.226 0.100 0.00 0 .226 0.100 0.00 0.226 0 .100 0.00 0 .226 0.00 0.226 0.100 HGT/ DIA 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 BASE/ ID NO . ZL NO AVBPR PIER ZR 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0.00 0 .00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0.00 0 .00 0 .00 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bll 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD .EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ................................................................................................................................... 1003.60 375.82 0.100 375 .919 0.3 7.32 0.831 376.750 0.00 0.226 1.00 0.00 0.00 0 0.00 l. 36 0.16792 .132783 0.18 0.100 0.00 1004.96 376 .05 0,102 376 .148 0.3 7.14 0 .792 376.940 0.00 0.226 1.00 0.00 0.00 0 0.00 l. 39 0.16792 .118735 0.17 0.100 0.00 1006.35 376.28 0 .105 376.385 0.3 6.82 0.722 377 .107 0.00 0.226 1.00 0 .00 0 .00 0 0.00 0 .96 0.16792 .103319 0.10 0 .100 0.00 1007 .31 376.44 0 .108 376.549 0 .3 6.52 0.660 377.209 0 .00 0 .226 1.00 0.00 0.00 0 0.00 0 . 71 0.16792 . 090117 0 .06 0 .100 0.00 1008 .02 376.56 0 .112 376. 672 0.3 6.12 0.582 377.254 0.00 0.226 1.00 0.00 0.00 0 0.00 0.56 0.16792 .078812 0.04 0.100 0.00 1008 .58 376.65 0.116 376. 770 0.3 5.88 0.537 377.307 0.00 0.226 1.00 0.00 0.00 0 0.00 0.45 0.16792 .068867 0.03 0.100 0.00 1009.03 376 .73 0.120 376.850 0 .3 5 .66 0.498 377 .348 0.00 0 .226 1.00 0 .00 0.00 0 0 .00 0.37 0 .16792 .060132 0 .02 0.100 0 .00 1009.40 376.79 0.124 376 .917 0 .3 5.36 0.446 377.363 0.00 0 .226 1.00 0.00 0 .00 0 0.00 0.32 0 .16792 .052468 0.02 0 .100 0 .00 1009. 72 376.85 0.128 376 .974 0.3 5.08 0.401 377. 375 0.00 0 .226 1.00 0.00 0.00 0 0.00 0.27 0.16792 .045749 0.01 0 .100 0.00 1009.99 376.89 0.132 377 .023 0.3 4.84 0 .364 377.387 0.00 0.226 1.00 0.00 0 .00 0 0.00 0 .22 0 .16792 .039866 0.01 0 .100 0 .00 1010.21 376.93 0.136 377.065 0.3 4.62 0 .331 377. 396 0.00 0 .226 1.00 0.00 0 .00 0 0.00 0 .20 0.16792 .034799 0 .01 0.100 0.00 D LI CENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bll 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ......••••.•..•.•••••••••..•.......•.•••••.••••.•...•..•.•....•.•..•........•....•...••.............•....•...••••••••......••...... 1010 .41 376.96 0 .141 377.102 0 .3 4 .41 0.302 377. 404 0.00 0 .226 1.00 0 .00 0.00 0 0 .00 0 .16 0 .16792 .030437 0.00 0 .100 0 .00 1010 .57 376.99 0.146 377 .135 0.3 4.23 0. 277 377.412 0 .00 0 .226 1.00 0.00 0.00 0 0.00 0 .14 0.16792 .026600 0.00 0 .100 0.00 1010 .71 377.01 0.151 377 .164 0.3 4.00 0 .248 377.412 0.00 0.226 1.00 0.00 0.00 0 0.00 0 .12 0 .16792 .023229 0.00 0 .100 0.00 1010.83 377.03 0.156 377 .189 0.3 3.85 0.230 377.419 0.00 0.226 1.00 0.00 0.00 0 0.00 0 . ll 0 .16792 . 020271 0 .00 0 .100 0.00 1010 .94 377 .05 0 .161 377 .212 0.3 3.66 0.208 377. 420 0.00 0.226 1.00 0 .00 0.00 0 0 .00 0 .09 0 .16792 .017678 0.00 0 .100 0.00 1011. 03 377.07 0 .166 377.233 0.3 3 .49 0.189 377 .422 0 .00 0 .226 1.00 0 .00 0.00 0 0.00 0 .08 0.16792 .015437 0.00 0 .100 0.00 1011.11 377.08 0 .172 377.251 0.3 3.33 0.173 377.424 0.00 0.226 1.00 0.00 0.00 0 0.00 0 .06 0.16792 . 013500 0.00 0 .100 0 .00 1011.17 377.09 0.178 377.267 0.3 3.16 0.155 377.422 0.00 0.226 1.00 0.00 0 .00 0 0.00 0 .05 0.16792 .011797 0.00 0 .100 0.00 Page 2 1011 . 22 377.10 0.184 377.282 0.3 3.03 0 .143 377.425 0.00 0.226 1.00 0.00 0.00 0 0.00 0.04 0.16792 .010302 o.oo 0 .100 0 .00 1011. 26 377.11 0.190 377 .295 0.3 2.88 0.129 377.424 0 .00 0.226 1.00 0.00 0.00 0 0.00 0.04 0.16792 .008990 0.00 0.100 0.00 1011. 30 377 .11 0.196 377.307 0.3 2.75 0 .118 377.425 0.00 0.226 1.00 0.00 0.00 0 0.00 0 .02 0.16792 .007853 0.00 0.100 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Bll 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL . ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ................................................................................................................................... 1011. 32 0.02 1011. 34 0.01 1011. 35 0.00 1011. 35 0.000 1000.75 1000.90 1001. 04 1001.19 1001.33 1001.48 1001. 62 1001. 77 1001. 91 1002.06 1002.20 1002.35 1002.49 1002.64 1002.78 1002.93 1003 .07 1003.22 1003 .36 1003 .51 1003 .65 1003 .80 1003 .94 1004.09 1004.23 1004.38 1004.53 1004.67 1004.82 1004.96 1005.11 1005.25 1005,40 1005.54 1005.69 1005.83 1005.98 1006.12 1006.27 1006.41 1006.56 1006.70 1006.85 1006.99 1007.14 1007.28 1007 .43 1007.57 1007.72 1007.87 1008.01 1008.16 1008.30 377.12 0.16792 377.12 0.16792 377.12 0 .16792 377.12 .I .I l I I I I I I I I 0.203 377.318 0.210 377.328 0.217 377.337 0.226 377.346 TEI JOB NO 3911 LATERAL Bll 100-YEAR C X C X C X C X C X C X C X C X C X C WE w C I W C I 0.3 2.61 0.3 2.50 0.3 2.38 0 .3 2 .26 H H H H H H E w C I w I 0.106 377.424 0.00 0.226 1.00 0.00 0.00 0 0.00 .006868 0.00 0.100 0.00 0.097 377.425 0.00 0.226 1.00 0.00 0.00 0 0.00 .006002 0.00 0.100 0.00 0.088 377. 425 0.00 0.226 1.00 0.00 0 .00 0 0.00 .005206 0.00 0.100 0.00 0 .079 377.425 0.00 0.226 1.00 0.00 0 .00 0 R R R R R R H R H R H R H R H R E H R E H R C E H R w C E H R I w C E H R Page 3 1008 .45 1008.59 1008.74 1008.88 1009.03 1009.17 1009.32 1009.46 1009.61 1009.75 1009.90 1010.04 1010.19 1010.33 1010 .48 1010.62 1010.77 1010.91 1011. 06 1011.20 1011 . 35 375.34 NO TE S 1. GLOSSARY I• INVERT ELEVATION C CRITICAL DEPTH 375.62 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT 375.90 376.17 376.45 2 . STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ I w C I w C I w C I w C I w C I w I w I w I I I I I 376.73 377. 01 Page 4 E H R E H R E H R E H R E H R C E H R C E H R C E H R w C E H R w C E H R W C E H R W C E H R W C E H R 377.29 377. 56 377. 84 378.12 ONSITE LINE "C" 0 DATE : 4/28/2022 TIME: 16: 3 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP D CD CD CD 12 30 36 4 4 4 1.00 2 .50 3.00 F O 5 1 5 P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LINE C HEADlNG LlN~ NO 3 IS · 100-YEAR F O 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . • . U/S DATA STATION INVERT SECT 1004.51 355.76 30 ELEMENT NO 2 IS A REACH . . U/S DATA STATION INVERT SECT N 1011.21 355.85 30 0 .012 ELEMENT NO 3 IS A REACH . • • U/S DATA STATION INVERT SECT N 1029 .13 356 .09 30 0.012 ELEMENT NO 4 IS A REACH . . . U/S DATA STATION INVERT SECT N 1039.74 356.23 30 0 .012 ELEMENT NO 5 IS A JUNCTION . . . U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 1039.74 356 .23 30 12 0 0.012 THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE ELEMENT NO 6 IS A REACH . . U/S DATA STATION INVERT SECT N 1056.04 356 .45 30 0.012 ELEMENT NO 7 IS A REACH . • . U/S DATA STATION INVERT SECT N 1065.34 356.57 30 0 .012 ELEMENT NO 8 IS A REACH . . U/S DATA STATION INVERT SECT N 1172.43 358.00 30 0.012 ELEMENT NO 9 IS A SYSTEM HEADWORKS . U/S DATA STATION INVERT SECT 1172.43 358.00 30 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 0 PAGE NO 2 w S ELEV 359.75 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 45.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 . . . 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 1. 4 0 .0 356 .98 0.00 90 .00 0.00 PREVIOUS INVERT ELEV -WARNING PREVIOUS INVERT ELEV -WARNING RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 24.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 . w s ELEV 0.00 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC □ LICENSEE: STATION L/ELEM 1004.51 6.70 1011. 21 17.92 1029.13 10.61 1039.74 JUNCT STR THIENES ENGINEERING TEI JOB NO 3911 LINE C 100-YEAR INVERT DEPTH ELEV OF FLOW w.s. ELEV so 355.76 3.990 359.750 0 .01343 355.85 4.117 359.967 0 .01339 356.09 5 .041 361.131 0.01320 356.23 5.245 361.475 0.00000 0 80.0 80.0 80.0 80.0 F0515P WATER SURFACE PROFILE LISTING VEL 16.30 16.30 16.30 16.30 VEL HEAD SF AVE 4.124 . 032413 4.124 .032413 4 .124 .032413 4.124 .031851 ENERGY GRD.EL . HF 363 .874 0.22 364.091 0.58 365.255 0.34 365.599 0.00 Page 1 SUPER CRITICAL ELEV DEPTH 0.00 2 .465 0.00 2.465 0.00 2 .465 0.00 2 .465 NORM DEPTH 2.500 2.500 2.500 HGT/ DIA 2 .50 2.50 2 .50 2.50 BASE/ ID NO. 0.00 0.00 0.00 0.00 PAGE 1 ZL NO AVBPR PIER ZR 0 .00 0 0 .00 0.00 0.00 0 o.oo 0.00 0 .00 0 0.00 0 .00 0.00 0 0.00 0.00 1039.74 356.23 5.531 361.761 78 .6 16.01 3.981 365.742 0.00 2 .462 2.50 0.00 0 .00 0 0.00 16.30 0. 01350 . 031289 0 .51 2.500 0.00 1056.04 356.45 5.821 362. 271 78.6 16.01 3.981 366 .252 0.00 2.462 2.50 0.00 0.00 0 0.00 9.30 0.01290 .031289 0.29 2.500 0.00 1065.34 356.57 6.404 362.974 78.6 16.01 3.981 366.955 0.00 2.462 2.50 0 .00 0.00 0 0.00 107.09 0. 01335 .031289 3 .35 2.500 0.00 1172.43 358.00 8.324 366.324 78.6 16.01 3.981 370.305 0.00 2.462 2.50 0.00 0.00 0 0.000 TEI JOB NO 3911 LINE C 100-YEAR 1004.51 .I CH w E R 1007.94 1011 .36 .I X w E R 1014.79 1018.22 1021. 64 1025.07 1028.50 1031.93 I X w e: R 1035.35 1038. 78 1042.21 I X w E JX 1045.63 I X w E R 1049.06 1052.49 1055.91 1059.34 I X w E R 1062.77 1066.19 I X w E R 1069.62 1073 .05 1076.48 1079.90 1083.33 1086.76 1090.18 1093.61 1097.04 1100.46 1103,89 1107.32 1110.75 1114.17 1117.60 1121.03 1124.45 1127. 88 1131. 31 1134. 73 1138 , 16 1141. 59 1145. 01 1148 . 44 1151. 87 1155 . 30 1158, 72 1162 .15 1165. 58 1169. 00 1172.43 I X w E R 355.76 357.21 358.67 360.12 361.58 363.03 364.49 365.94 367.40 368.85 370.30 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH w WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT y WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ Page 2 D DATE: 4/29/2022 TIME: 7: 7 F0515P 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 PIERS WIDTH DIAMETER WIDTH DROP CD 12 4 1.00 D F O 5 1 5 p PAGE NO 3 WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LATERAL Cl HEADING LINE NO 3 IS - 100-YEAR D F O 5 1 5 p PAGE NO 2 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET . • • U/S DATA STATION INVERT SECT w S ELEV 1001.25 356.98 12 361.76 ELEMENT NO 2 IS A REACH . . U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1011.13 362.91 12 0.012 0.00 0 .00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS • . U/S DATA STATION INVERT SECT w s ELEV 1011.13 362. 91 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC D LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Cl 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL . ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ******••··························································································································· 1001.25 356.98 4.780 361.760 1. 9 2.42 0. 091 361 .851 0.00 0.588 1.00 0 .00 0.00 0 0.00 5.76 0.60020 .002423 0.01 0.150 0.00 1007.01 360.44 1. 378 361. 814 1. 9 2 .42 0. 091 361.905 0.00 0.588 1.00 0.00 0.00 0 0 .00 HYDRAULIC JUMP 0.00 1007.01 360.44 0.232 360.668 1. 9 13.77 2.943 363. 611 0.00 0.588 1.00 0.00 0.00 0 0 .00 0 .19 0 .60020 .161779 0 .03 0.150 0 .00 1007.20 360.55 0.240 360.791 1. 9 13. 01 2.630 363 .421 0 .00 0 .588 1.00 0 .00 0.00 0 0 .00 0.50 0.60020 .140424 0 .07 0.150 0.00 1007.70 360 .85 0.249 361.103 1. 9 12.42 2.395 363 .498 0.00 0.588 1.00 0.00 0.00 0 0.00 0.44 0.60020 .122862 0 .05 0.150 0.00 1008.14 361 .12 0.257 361. 375 1. 9 11. 87 2.190 363.565 0.00 0 .588 1.00 0 .00 0.00 0 0 .00 0.39 0.60020 .107393 0.04 0.150 0.00 1008.53 361 .35 0.266 361.615 1. 9 11. 31 1.986 363.601 0.00 0.588 1.00 0.00 0.00 0 0 .00 0.34 0.60020 .093946 0.03 0.150 0.00 1008 .87 361. 55 0.275 361.828 1 .9 10.80 1. 810 363.638 0.00 0.588 1.00 0 .00 0.00 0 0 .00 0.30 0 .60020 .082226 0.02 0.150 0.00 1009.17 361. 73 0.285 362.016 1. 9 10.27 1.638 363.654 0.00 0.588 1.00 0.00 0.00 0 0.00 0.26 0.60020 . 072015 0 .02 0.150 0.00 1009.43 361. 89 0 .295 362.185 1. 9 9 .79 1. 489 363 .674 0.00 0 .588 1.00 0.00 0 .00 0 0.00 0.23 0 .60020 .063023 0.01 0.150 0.00 1009.66 362.03 0.305 362.335 1. 9 9.36 1. 360 363.695 0.00 0 .588 1.00 0.00 0.00 0 0.00 0.21 0 .60020 .055178 0.01 0.150 0.00 D Page 1 LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Cl 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD .EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ..••..•......•.••.•.•.....•.•....•.........•.•...........•.••..••.....•......•...•....•••••••••..•.•.........•.........•........•.. 1009.87 362.15 0.316 362.470 1. 9 8.92 1.236 363 .706 0.00 0.588 1.00 0.00 0.00 0 0.00 0.18 0.60020 .048335 0 .01 0.150 0.00 1010.05 362.26 0.327 362 .591 1. 9 8.48 1.117 363 .708 0.00 0.588 1.00 0 .00 0.00 0 0.00 0.17 0 .60020 .042309 0.01 0.150 0.00 1010.22 362.36 0.338 362.700 1. 9 8.12 1. 024 363. 724 0.00 0.588 1.00 0.00 0.00 0 0.00 0.14 0.60020 .037086 0.01 0.150 0.00 1010.36 362.45 0.351 362.798 1. 9 7.72 0.926 363. 724 0.00 0.588 1.00 0.00 0.00 0 0.00 0.13 0.60020 .032526 0.00 0.150 0.00 1010.49 362.52 0.363 362.886 1. 9 7.36 0.842 363.728 0.00 0.588 1.00 0.00 0.00 0 0.00 0 .11 0.60020 .028500 0.00 0.150 0.00 1010.60 362.59 0 .376 362.966 1. 9 7.01 0.763 363 .729 0.00 0.588 1.00 0.00 0.00 0 0.00 0.09 0 .60020 .025007 0.00 0.150 0.00 1010.69 362.65 0.390 363.038 1. 9 6.69 0.695 363.733 0.00 0.588 1.00 0.00 0.00 0 0.00 0.09 0.60020 .021949 0.00 0.150 0.00 1010.78 362.70 0.404 363.103 1. 9 6.38 0.631 363.734 0.00 0.588 1.00 0.00 0.00 0 0 .00 0.07 0.60020 . 019267 0.00 0.150 0.00 1010.85 362.74 0.419 363.162 1. 9 6.09 0.576 363.738 0.00 0.588 1.00 0.00 0.00 0 0.00 0.07 0.60020 .016918 0.00 0.150 0.00 1010. 92 362.78 0.434 363.215 1. 9 5.81 0.524 363.739 0.00 0.588 1.00 0.00 0.00 0 0.00 0.05 0.60020 .014856 0.00 0.150 0.00 1010.97 362.81 0.450 363.264 1. 9 5.54 0.476 363 .740 0.00 0.588 1.00 0.00 0.00 0 0 .00 0.04 0.60020 . 013060 0.00 0.150 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LATERAL Cl 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR •.•...•.••••••••••.........•••..•.•......•..••••••••.........•.•••....•..............•...••••......••.......•....•.•.•....•.••.•••. 1011. 01 362.84 0.467 363.307 1. 9 5.28 0.433 363 .740 0.00 0.588 1.00 0.00 0.00 0 0 .00 0.04 0.60020 . 011484 0.00 0.150 0.00 1011. 05 362.86 0.484 363.347 1. 9 5.03 0.392 363.739 0.00 0.588 1.00 0.00 0.00 0 0 .00 0 .03 0 .60020 .010107 0.00 0.150 0.00 1011. 08 362.88 0.503 363.383 1. 9 4.80 0.357 363 .740 0.00 0.588 1.00 0.00 0.00 0 0.00 0.02 0.60020 .008904 0.00 0.150 0.00 1011.10 362.89 0.522 363.416 1. 9 4.58 0.325 363.741 0.00 0.588 1.00 0.00 0.00 0 0.00 0.02 0.60020 .007851 0.00 0 .150 0.00 1011.12 362.90 0.543 363.446 1. 9 4.36 0.295 363.741 0.00 0 .588 1.00 0.00 0.00 0 0 .00 0.01 0.60020 .006929 0.00 0.150 0.00 1011.13 362.91 0.564 363.472 1. 9 4.16 0.268 363.740 0.00 0.588 1.00 0.00 0.00 0 0 .00 0.00 0.60020 .006105 0 .00 0.150 0.00 1011.13 362.91 0.588 363.498 1 .9 3. 96 0.243 363 .741 0.00 0.588 1.00 0.00 0.00 0 0.000 TEI JOB NO 3911 LATERAL Cl 100-YEAR Page 2 1001. 25 1001. 42 1001. 60 1001. 77 1001.94 1002.12 1002.29 1002,46 1002.64 1002.81 1002.98 1003.16 1003 .33 1003.50 1003.68 1003.85 1004.02 1004.20 1004.37 1004.54 1004.72 1004.89 1005.06 1005.24 1005.41 1005.58 1005.76 1005.93 1006.10 1006.28 1006.45 1006.62 1006.80 1006.97 1007.14 1007.32 1007.49 1007.66 1007.84 1008.01 1008.18 1008.36 1008.53 1008.70 1008.88 1009.05 1009.22 1009.40 1009.57 1009.74 1009.92 1010.09 1010.26 1010.44 1010.61 1010.78 1010.96 1011.13 , I C H 356.98 357.67 NO TE S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH w WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT y WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP 358.37 359.06 359.75 MAY NOT BE PLOTTED EXACTLY□ W E I C H W E I w C H I w C H I w C H I w C H I w C I w C I w I I I 360.44 361.14 361.83 Page 3 R R E R E R E R E R H E R H E R C H E R w C H E R w C H E R w C H E R I w C H E R I w C H E R I w C H E R I w C H E R I w C H E R I w C HE R I w C HE R 362.52 363.22 363.91 ONSITE LINE "D" D DATE: 4/29/2022 TIME: 7:11 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1B 4 1. 50 D F O 5 1 5 p WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LINED HEADING LINE NO 3 IS - 100-YEAR F O 5 WATER SURFACE PROFILE -ELEMENT ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO 1006.50 2 IS A REACH * U/S DATA STATION 1052.01 3 IS A REACH * U/S DATA STATION 1087.36 4 IS A REACH . U/S DATA STATION 1114.60 5 IS A REACH • U/S DATA STATION 1146.02 6 IS A REACH . u/s DATA STATION 1227.30 7 IS A SYSTEM HEADWORKS U/S DATA STATION 370 .B6 1B * I NVERT SECT 370.99 1B * INVERT SECT 371.09 18 • INVERT SECT 371.1B 18 . INVERT SECT 371.27 18 INVERT SECT 371.51 1B INVERT SECT 1227.30 371.51 1B NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING * . . . . 1 5 p CARD LISTING N 0,012 N 0.012 N 0 .012 N 0 .013 N 0 . 013 Y(2) LISTING Y(3) Y(4) Y(5) w S ELEV 372 .33 W S ELEV 0 .00 Y(6) Y(7) y (B) 0 RADIUS ANGLE 0.00 0.00 RADIUS ANGLE 22.50 90 .00 RADIUS ANGLE 0.00 0 .00 RADIUS ANGLE 22.50 90 .00 RADIUS ANGLE 0.00 0.00 PAGE 1 y (9) Y(lO) PAGE NO 3 PAGE NO 2 ANG PT MAN H 0.00 0 ANG PT MAN H 0.00 0 ANG PT MAN H 0.00 0 ANG PT MAN H 0.00 0 ANG PT MAN H 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS LICENSEE: THIENES ENGINEERING THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S .ELEV F0515P INV+ DC D PAGE 1 STATION L/ELEM 1006.50 45.51 1052.01 35.35 10B7.36 27.24 1114.60 31.42 l 146. O?. 81.2B 1227 .30 0.000 TEI JOB NO 3911 LINED 100-YEAR INVERT DEPTH ELEV OF FLOW w.s. ELEV so 370.86 1.470 372. 330 0 .002B6 370.99 1.464 372.454 0.00283 371.09 1. 459 372.549 0 .00330 371 .18 1.440 372.620 0.00286 371 . ?.7 1.451 372. 721 0.00295 371. 51 1. 474 372. 984 TEI JOB NO 3911 LINED 100-YEAR Q 6.3 6 .3 6.3 6.3 6.3 6.3 WATER SURFACE PROFILE LISTING VEL 3.58 3 .59 3.59 3.61 3.60 3 .58 VEL HEAD SF AVE 0.199 .002734 0.200 . 002717 0.200 . 002691 0.203 .003146 0.201 .00319B 0.199 ENERGY GRD .EL. HF 372.529 0 .12 372 .654 0.10 372. 749 0 .07 372.823 0.10 372.922 0.26 373.183 Page 1 SUPER CRITICAL ELEV DEPTH NORM DEPTH 0.00 0.970 1 .280 0.00 0 .970 1. 300 0.00 0 .970 1.1B0 0.00 0 .970 1. 500 0.00 0 .970 1.500 0.00 0.970 HGT/ DIA 1.50 1 .50 1.50 1.50 1.50 1. 50 BASE/ ID NO . 0.00 0 .00 0.00 0 .00 0.00 0.00 ZL NO AVBPR PIER ZR 0.00 0 0.00 0 .00 0.00 0 0 .00 0.00 0.00 0 0 .00 0.00 0 .00 0 0 .00 0.00 0.00 0 0 .00 0.00 0.00 0 1006 .50 .l C WH E R 1011. 01 1015 .51 1020.02 1024.52 1029.03 1033.54 1038 .04 1042.55 1047.06 1051. 56 1056. 07 l C W H E R 1060 .57 1065.08 1069.59 1074.09 1078 .60 1083 .10 1087 .61 I C W H R 1092 .12 1096.62 1101.13 1105.63 1110.14 1114.65 I C w H E R 1119 .15 1123 .66 1128.17 1132.67 1137.18 1141. 68 1146.19 I C W H E R 1150.70 1155 .20 1159. 71 1164.21 1168 .72 1173.23 1177.73 1182.24 1186.74 1191. 25 1195. 76 1200.26 1204.77 1209.28 1213.78 1218.29 1222.79 1227.30 I C WH E R 370.86 371. 09 371. 32 371. 56 371. 79 372. 02 372. 25 372.49 372.72 372. 95 373.18 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH w -WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X ~ CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT y WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ Page 2 ONSITE LINE "E" D DATE: 4/29/2022 TIME: 7:15 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP CD □ 24 4 2 .00 F0515P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LINE E HEADING LINE NO 3 IS - 100-YEAR F O 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET • • • U/S DATA STATION INVERT SECT 1000 .51 362.50 24 ELEMENT NO 2 IS A REACH . U/S DATA STATION INVERT SECT N 1099.31 365.83 24 0.012 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 1108.14 366 .13 24 0.013 ELEMENT NO 4 IS A REACH . • • U/S DATA STATION INVERT SECT N 1123.53 366.65 24 0 .013 ELEMENT NO 5 IS A SYSTEM HEADWORKS • • w S ELEV 368 .00 U/S DATA STATION INVERT SECT W S ELEV 1123.53 366.65 24 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING PAGE NO 3 D PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 45 .00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0 .00 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S .ELEV INV + DC D PAGE LICENSEE: THIENES ENGINEERING F0515P STATION L/ELEM 1000.51 98.80 1099 .31 8.83 1108.14 15.39 1123.53 0 .00□ 1000.51 1003.02 1005.53 1008.04 1010.55 1013. 06 1015.57 1018 .08 1020.59 1023.11 1025.62 1028 .13 1030.64 1033.15 1035.66 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE E 100-YEAR INVERT DEPTH ELEV OF FLOW w.s. ELEV Q VEL VEL HEAD ENERGY GRD .EL. SUPER CRITICAL ELEV DEPTH so SF AVE HF NORM DEPTH 362 .50 5.500 368.000 29.8 9.48 1.397 369 .397 0.00 1.859 0.03370 .014785 1.46 1 .190 365.83 3 .631 369.461 29.8 9.48 1. 397 370.858 0.00 1. 859 0 .03397 .017352 0.15 1. 250 366.13 3.682 369.812 29.8 9.48 1.397 371. 209 0.00 1.859 0 .03379 .017352 0.27 1. 250 366.65 3 .429 370.079 29.8 9 .48 1. 397 371.476 0.00 1 .859 TEI JOB NO 3911 LINE E 100-YEAR . I C H w E Page 1 HGT/ DIA 2.00 2 .00 2.00 2.00 BASE/ ID NO . 0.00 0.00 0.00 0.00 1 ZL NO AVBPR PIER ZR 0.00 0 0.00 0.00 0 .00 0 0 .00 0.00 0.00 0 0 .00 0.00 0.00 0 R 1038.17 1040.68 1043.19 1045.70 1048.21 1050.72 1053.23 1055.74 1058.25 1060.76 1063.28 1065.79 1068 .30 1070.81 1073.32 1075.83 1078. 34 1080.85 1083.36 1085.87 1088.38 1090.89 1093.40 1095.91 1098.42 1100.93 1103.45 1105.96 1108.47 1110.98 1113. 49 1116. 00 1118. 51 1121.02 1123.53 NO T E S 1. GLOSSARY 362.50 I INVERT ELEVATION C CRITICAL DEPTH 363.40 W = WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT I I 364.30 365.19 366 .09 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ I 366.99 Page 2 CH w E R CH w E R C H w E R 367.89 368.78 369.68 370.58 371. 48 ONSITE LINE "F" D DATE: 4/29/2022 TIME: 7:23 F0515P WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE l CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL CODE NO TYPE PIERS WIDTH DIAMETER WIDTH ZR INV Y(l) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO) DROP D CD CD CD 12 18 24 4 4 4 1.00 l. 50 2.00 F0515P WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO l IS - TEI JOB NO 3911 HEADING LINE NO 2 IS - LINE F HEADING LINE NO 3 IS - 100-YEAR F 0 5 l 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO ELEMENT NO ELEMENT NO l IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT 2 IS A REACH U/S DATA 1010.62 370.87 24 • * * STATION INVERT SECT 1016.78 370.90 24 N 0.012 W S ELEV 372 .33 PAGE NO 3 □ PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 14.8 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 0.00 1020.26 370.95 18 24 0 0.012 0.0 370.95 0.00 90 .00 ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO ELEMENT NO 4 IS A REACH U/S DATA 5 IS A REACH U/S DATA 6 IS A REACH U/S DATA 7 IS A REACH U/S DATA 8 IS A REACH U/S DATA 9 IS A REACH U/S DATA ELEMENT NO 10 IS A REACH U/S DATA * * * STATION INVERT SECT 1024.28 370.97 18 STATION INVERT SECT 1059.62 371.17 18 * * * STATION INVERT SECT 1366.86 372.90 18 * * STATION INVERT SECT 1370.86 373.23 18 * * * STATION INVERT SECT 1670.86 374.43 18 * * * STATION INVERT SECT 1674.86 374.76 18 • * STATION INVERT SECT 1974.86 375.96 18 ELEMENT NO 11 IS A TRANSITION * * * U/S DATA STATION INVERT SECT 1978.86 376.29 12 ELEMENT NO 12 IS A REACH U/S DATA * * * STATION INVERT SECT 2014.35 376.43 12 F 0 5 l 5 P N 0.012 N 0.012 N 0 ,012 N 0.012 N 0.012 N 0.012 N 0 .012 N 0 .012 N 0.012 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH U/S DATA * * * STATION INVERT SECT 2058.31 376.61 12 N 0.012 ELEMENT NO 14 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 2058.31 376.61 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 90.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 l RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0 .00 0.00 0.00 l RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 22.50 90.00 0.00 OD PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 ** WARNING NO. 2 ** -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV+ DC D PAGE LICENSEE: THIENES ENGINEERING FD 515 P STATION INVERT WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE F 100-YEAR DEPTH w.s. Q VEL VEL ENERGY Pagel SUPER CRITICAL l. HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL . ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ••............•...•.....••••......•.........•...........•........•......•.....••.•..........••......••....•......•••...•.••..•.••.• 1010.62 370.87 1. 576 372.446 19.2 7.23 0.812 373.258 0.00 1.576 2.00 0.00 0.00 0 0.00 5.74 0.00487 .006318 0.04 2.000 0.00 1016.36 370.90 1. 658 372 .556 19.2 6 .89 0. 738 373.294 0.00 1.576 2.00 0 .00 0.00 0 0.00 0.42 0.00487 .006007 0.00 2.000 0.00 1016.78 370.90 1. 660 372.560 19.2 6.89 0.736 373.296 0.00 1. 576 2.00 0.00 0.00 0 0.00 JUNCT STR 0.01437 .003748 0.01 0.00 1020.26 370.95 3. 277 374.227 4.4 2.49 0.096 374.323 0.00 0.805 1.50 0.00 0.00 0 0.00 4.02 0.00498 .001495 0.01 0.790 0.00 1024.28 370.97 3.263 374.233 4 .4 2.49 0.096 374.329 0.00 0.805 1.50 0.00 0 .00 0 0.00 35.34 0.00566 .001495 0.05 0.760 0.00 1059.62 371.17 3.135 374.305 4.4 2.49 0.096 374.401 0.00 0.805 1.50 0.00 0.00 0 0.00 307.24 0.00563 .001495 0.46 0.760 0.00 1366. 86 372.90 1. 864 374.764 4.4 2.49 0.096 374.860 0.00 0.805 1.50 0.00 0.00 0 0.00 4 .00 0.08250 .001495 0.01 0.370 0.00 1370. 86 373. 23 1.545 374.775 4.4 2.49 0. 096 374. 871 0.00 0.805 1.50 0.00 0.00 0 0.00 18.01 0.00400 .001478 0.03 0.850 0.00 1388. 87 373.30 1. 500 374.802 4 .4 2 .49 0.096 374.898 0 .00 0.805 1.50 0.00 0 .00 0 0.00 49.43 0.00400 . 001384 0.07 0.850 0.00 1438.30 373.50 1. 360 374.860 4.4 2.61 0.106 374.966 0.00 0.805 1.50 0.00 0.00 0 0.00 26.22 0.00400 .001353 0.04 0.850 0.00 1464.52 373.61 1.280 374.885 4.4 2.74 0 .117 375.002 0.00 0.805 1.50 0.00 0.00 0 0.00 21. 84 0.00400 .001465 0.03 0.850 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 2 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE F 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR ............•...••..•..........•..................•...••.........•.......•••.•........••.•...•.•........••.•••......•••..•••••..... 1486.36 373.69 1. 213 374.905 4.4 2.87 0.128 375.033 0.00 0.805 1.50 0 .00 0.00 0 0.00 18 .92 0.00400 .001612 0.03 0.850 0.00 1505.28 373.77 1.155 374.923 4.4 3.01 0 .141 375.064 0.00 0.805 1.50 0.00 0 .00 0 0.00 17.59 0.00400 .001789 0.03 0.850 0.00 1522 .87 373.84 1.102 374.940 4.4 3 .16 0.155 375.095 0.00 0.805 1.50 0.00 0.00 0 0.00 16.21 0.00400 .001995 0.03 0.850 0.00 1539.08 373.90 1. 054 374.957 4.4 3.31 0.170 375.127 0.00 0.805 1.50 0.00 0.00 0 0.00 15.28 0.00400 .002236 0.03 0.850 0.00 1554.36 373.96 1. 010 374.974 4.4 3.48 0.188 375.162 0.00 0.805 1.50 0.00 0.00 0 0.00 15.63 0.00400 .002513 0.04 0.850 0.00 1569.99 374 .03 0.968 374.995 4.4 3.65 0 .206 375.201 0.00 0.805 1.50 0 .00 0.00 0 0.00 15.69 0.00400 .002829 0.04 0.850 0.00 1585.68 374.09 0. 929 375.018 4.4 3.82 0.227 375.245 0.00 0.805 1.50 0.00 0.00 0 0.00 16.48 0.00400 .003193 0.05 0.850 0.00 1602.16 374.15 0,893 375.048 4.4 4.01 0.250 375.298 0.00 0.805 1.50 0 .00 0.00 0 0.00 25 .65 0.00400 .003609 0.09 0.850 0.00 1627.81 374.26 0.858 375.116 4.4 4 .21 0.275 375.391 0.00 0.805 1.50 0 .00 0.00 0 0.00 1. 32 0.00400 .003895 0.01 0.850 0.00 1629 .13 374.26 0.850 375.113 4.4 4.26 0.282 375.395 0.00 0.805 1.50 0 .00 0.00 0 0.00 Page 2 HYDRAULIC JUMP 0.00 1629.13 374.26 0.740 375.003 4.4 5.06 0.398 375.401 0.00 0.805 1.50 0.00 0.00 0 0.00 2.65 0.00400 .006257 0.02 0.850 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 3 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE F 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR •...••............•......••........•••...............•.••........•.•.......••••...•..•••........................•.................. 1631.78 374.27 0.740 375.014 4.4 5.06 0.398 375.412 0.00 0.805 1.50 0.00 0.00 0 0.00 4. 79 0.00400 .006679 0.03 0.850 0.00 1636.57 374,29 0. 713 375.006 4.4 5.31 0.438 375.444 0.00 0.805 1.50 0.00 0.00 0 0.00 4. 96 0.00400 .007591 0.04 0.850 0.00 1641.53 374.31 0.687 375.000 4.4 5.57 0.482 375.482 0.00 0.805 1.50 0.00 0.00 0 0.00 5.00 0.00400 .008630 0.04 0.850 0.00 1646.53 374.33 0.662 374.995 4.4 5.84 0.530 375.525 0.00 0.805 1.50 0.00 0.00 0 0.00 5.16 0.00400 .009821 0.05 0.850 0.00 1651. 69 374.35 0.639 374.992 4.4 6.13 0.583 375.575 0.00 0.805 1.50 0,00 0.00 0 0.00 4.91 0.00400 . 011182 0.05 0.850 0.00 1656.60 374.37 0.616 374.989 4.4 6.42 0.641 375.630 0.00 0.805 1.50 0.00 0.00 0 0.00 4.94 0.00400 . 012738 0.06 0.850 0.00 1661. 54 374 .39 0.595 374.988 4.4 6.74 0.705 375.693 0.00 0.805 1.50 0.00 0.00 0 0.00 4. 71 0.00400 .014519 0.07 0.850 0.00 1666.25 374.41 0.574 374.986 4.4 7.07 0. 777 375.763 0.00 0.805 1.50 0.00 0.00 0 0.00 4.61 0.00400 .016550 0.08 0 .850 0.00 1670.86 374. 43 0.554 374.984 4.4 7.42 0.855 375.839 0.00 0.805 1.50 0.00 0.00 0 0.00 0.18 0.08250 .017417 0.00 0.370 0.00 1671.04 374.44 0.558 375.003 4.4 7.35 0.838 375.841 0.00 0.805 1.50 0.00 0.00 0 0.00 0.85 0.08250 .016141 0.01 0.370 0.00 1671. 89 374.51 0. 578 375.093 4.4 7.01 0.762 375.855 0.00 0.805 1.50 0.00 0.00 0 0.00 0.70 0.08250 .014160 0.01 0.370 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 4 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE F 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM so SF AVE HF NORM DEPTH ZR •.•..•...........•••.•...•••••.......•••..•..•••.......••.......•••••....•..•.••••......•••••....•••........••......•••..•.••...... 1672. 59 374.57 0.599 375.172 4.4 6.68 0.692 375.864 0.00 0.805 1.50 0.00 0.00 0 0.00 0.60 0.08250 .012422 0.01 0.370 0.00 1673.19 374.62 0.620 375.243 4.4 6.37 0.630 375.873 0.00 0.805 1.50 0,00 0.00 0 0.00 0 .48 0.08250 .010902 0.01 0.370 0.00 1673.67 374.66 0.643 375.305 4.4 6.07 0.572 375.877 0.00 0.805 1.50 0.00 0.00 0 0.00 0.39 0.08250 .009580 0.00 0.370 0.00 1674,06 374.69 0.667 375.361 4.4 5.79 0.520 375.881 0.00 0.805 1.50 0 .00 0.00 0 0.00 0.30 0.08250 .008422 0.00 0.370 0.00 1674.36 374.72 0.692 375.411 4.4 5.52 0.473 375.884 0.00 0.805 1.50 0.00 0.00 0 0.00 0 .22 0.08250 .007407 0.00 0.370 0.00 1674.58 374.74 O. 718 375.455 4.4 5.26 0.430 375.885 0.00 0.805 1.50 0.00 0.00 0 0.00 0 .16 0.08250 .006517 0.00 0.370 0.00 1674 .74 374.75 0. 745 375.495 4.4 5.02 0. 391 375.886 0.00 0 ,805 1.50 0 .00 0.00 0 0.00 Page 3 0.09 0.08250 .005739 0 .00 0.370 0 .00 1674.83 374.76 0.774 375.531 4.4 4.78 0.355 375 .886 0.00 0.805 1.50 0 .00 0.00 0 0.00 0.03 0.08250 .005049 0 .00 0.370 0.00 1674.86 374 .76 0.805 375.565 4.4 4 .55 0.322 375 .887 0.00 0.805 1.50 0.00 0.00 0 0.00 4 .10 0 .00400 .004443 0 .02 0 .850 0.00 1678.96 374 .78 0.836 375.612 4.4 4.34 0.293 375.905 0.00 0.805 1.50 0.00 0.00 0 0.00 44.84 0 .00400 .004060 0 .18 0.850 0.00 1723. 80 374 .96 0 .850 375.806 4 .4 4.26 0.282 376.088 0.00 0 .805 1.50 0.00 0.00 0 0 .00 195.33 0 .00400 .003958 0 .77 0 .850 0.00 D LICENSEE: THIENES ENGINEERING F0515P PAGE 5 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE F 100-YEAR STATION INVERT DEPTH w.s . Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR ***********••·····••*************************************************************************************************************** 1919 .13 375.74 0.850 376.587 4 .4 4 .26 0.282 376.869 0.00 0.805 1.50 0.00 0.00 0 0 .00 HYDRAULIC JUMP 0 .00 1919.13 375.74 0.740 376.477 4 .4 5.06 0.398 376 .875 0.00 0 .805 1.50 0.00 0 .00 0 0 .00 3.74 0.00400 .006257 0 .02 0.850 0.00 1922.87 375 .75 0.740 376.492 4.4 5.06 0. 398 376 .890 0.00 0 .805 1.50 0.00 0 .00 0 0.00 4.78 0 .00400 .006680 0 .03 0.850 0.00 1927.65 375. 77 0. 713 376.484 4.4 5.31 0.438 376 .922 0.00 0 .805 1. 50 0.00 0.00 0 0 .00 4.96 0.00400 .007592 0.04 0.850 0.00 1932.61 375.79 0.687 376.478 4.4 5.57 0.482 376.960 0.00 0 .805 1.50 0.00 0.00 0 0 .00 5.01 0 .00400 .008630 0 .04 0 .850 0 .00 1937.62 375.81 0 .662 376.473 4.4 5.84 0.530 377.003 0.00 0 .805 1.50 0.00 0.00 0 0 .00 5.15 0.00400 .009822 0 .05 0.850 0.00 1942.77 375.83 0.639 376.471 4.4 6.13 0.583 377.054 0.00 0.805 1.50 0.00 0.00 0 0 .00 4.92 0.00400 . 011183 0 .06 0.850 0 .00 1947.69 375 .85 0 .616 376.467 4 .4 6.42 0 .641 377 .108 0.00 0 .805 1.50 0.00 0 .00 0 0.00 4.93 0.00400 . 012741 0.06 0.850 0.00 1952.62 375.87 0.595 376.466 4.4 6.74 0.705 377.171 0.00 0 .805 1.50 0.00 0.00 0 0.00 4. 71 0 .00400 .014521 0 .07 0.850 0 .00 1957.33 375.89 0 .574 376.464 4.4 7.07 0. 777 377 .241 0.00 0.805 1.50 0.00 0.00 0 0 .00 4.60 0 .00400 .016549 0 .08 0.850 0.00 1961. 93 375.91 0.554 376.462 4.4 7.42 0.855 377.317 0.00 0.805 1.50 0.00 0.00 0 0.00 4.46 0.00400 .018873 0.08 0.850 0.00 D LICENSEE: THIENES ENGINEERING F051SP PAGE 6 WATER SURFACE PROFILE LISTING TEI JOB NO 3911 LINE F 100-YEAR STATION INVERT DEPTH w.s. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO . PIER L/ELEM so SF AVE HF NORM DEPTH ZR .......................................................................•........................................................... 1966. 39 375.93 0.535 376.461 4.4 7.77 0.938 377.399 0.00 0.805 1. so 0.00 0.00 0 o.oo 4.27 0.00400 .021521 0 .09 0.850 0 .00 1970.66 375.94 0 .516 376.459 4 .4 8 .16 1.035 377 .494 0 .00 0 .805 1. so 0 .00 0.00 0 0 .00 4.20 0 .00400 .024560 0.10 0.850 0 .00 1974.86 375.96 0.499 376.459 4.4 8.56 1.138 377.597 0.00 0.805 1.50 0.00 0.00 0 0 .00 TRANS STR 0 .08250 .018951 0.08 0.00 Page 4 1978.86 376.29 0.880 377.170 4.4 6.01 0.561 377.731 0.00 0.880 1.00 0.00 0.00 0 0.00 1. 61 0.00394 . 011461 0 .02 1.000 0.00 1980.47 376.30 0.943 377.239 4.4 5.73 0.510 377.749 0.00 0.880 1.00 0.00 0.00 0 0.00 4.28 0.00394 .011938 0 .05 1.000 0.00 1984.75 376.31 1.000 377.313 4.4 5.61 0.488 377.801 0.00 0.880 1.00 0.00 0.00 0 0.00 29.60 0.00394 .012822 0 .38 1.000 0.00 2014. 35 376.43 1. 357 377.787 4.4 5.61 0.488 378 .275 0.00 0.880 1.00 0.00 0.00 0 0.00 43. 96 0.00409 .012996 0 .57 1.000 0.00 2058.31 376.61 1.748 378.358 4.4 5.61 0.488 378 .846 0.00 0.880 1.00 0.00 0.00 0 0.000 TEI JOB NO 3911 LINE F 100-YEAR 1010.62 .I X H E R 1019.00 .I CW H E R 1027.38 .I CW H E JX 1035.76 I. C H WE R 1044.15 I C H WE R 1052.53 1060. 91 I C H WE R 1069.29 1077.67 1086.05 1094.44 1102. 82 1111. 20 1119. 58 1127.96 1136.34 1144. 72 1153 .11 1161.49 1169.87 1178.25 1186. 63 1195. 01 1203.39 1211. 78 1220.16 1228.54 1236.92 1245.30 1253.68 1262.07 1270.45 1278.83 1287.21 1295.59 1303. 97 1312. 35 1320.74 1329 .12 1337.50 1345. 88 1354.26 1362. 64 1371.03 I C H w E R 1379.41 I C X E R 1387. 79 1396.17 I C XE R 1404.55 1412.93 1421.31 1429.70 1438.08 1446.46 I C wx R 1454.84 1463.22 1471.60 I C WE H R 1479.99 1488.37 I C W E H R 1496.75 1505.13 1513.51 I C W E H R 1521.89 1530.27 I C WE H R 1538.66 1547.04 I C w E H R 1555.42 I C w E H R 1563.80 1572.18 I C w E H R 1580.56 1588.94 I C W E H R 1597.33 1605. 71 I CW E H R 1614.09 1622.47 Page 5 1630.85 1639.23 1647.62 1656.00 1664.38 1672. 76 1681.14 1689.52 1697.90 1706.29 1714.67 1723.05 1731. 43 1739.81 1748.19 1756.58 1764.96 1773.34 1781. 72 1790.10 1798.48 1806.86 1815.25 1823.63 1832.01 1840.39 1848.77 1857.15 1865.54 1873. 92 1882.30 1890.68 1899.06 1907.44 1915.82 1924.21 1932.59 1940.97 1949.35 1957.73 1966 .11 1974.49 1982.88 1991. 26 1999.64 2008.02 2016.40 2024.78 2033.17 2041.55 2049.93 2058.31 370.87 N O T E S 1. GLOSSARY I INVERT ELEVATION C CRITICAL DEPTH 371. 67 W WATER SURFACE ELEVATION H HEIGHT OF CHANNEL E ENERGY GRADE LINE X CURVES CROSSING OVER B BRIDGE ENTRANCE OR EXIT Y WALL ENTRANCE OR EXIT I I I I I I I I I I I I I 372. 47 373.26 374.06 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY□ I cw E CW E we E WC E w C E w C E w C E w C E w C w C w C w C w C w C I w C I w C I W C I W C I W C I WC I WC I X I X I 1 374.86 Page 6 H R H R H R H R H R H R H R H R E H R E H R E H R EH R EH R E H R E H R E H R E H R E H R E H R E H R E H R E H R E H R X E H R X E fl R I X E H R I WC E H R I WC E H R I WC E H R I WC E H R I W C E H R I W C E H R I W C E H R I w C E H R I w C E H R I w C EH R I w C EH R I w C HE R I w C H E TX I X H E R I XH E R I ex E R 375.66 376.45 377. 25 378.05 378.85 BLDG222,959 SF (footprint)CLR. HGT: 36'BLDG222,959 SF (footprint)CLR. HGT: 36'(0 1-w w :r: (/) w w (/) _'vjv v ~/51 v ~ (/) w Q' :3; w ---,cc_ ~ ~ ---'-------1 '---~" <, I' ~ -----co ==== ==== ==== ==== ==~= N ==L____'.'._J= = = = = ==== ==== ==== ==== ---.. Ld '<> @f', g_,0 c,,, 0"',ey-· I>< G· 12" 16 .. I • • • o· 1211 CATCH BASIN DETAIL: N.T.S. 2 VANDAL PROOF SCREWS @ OPPOSITE CORNERS USE HEAVY DUTY TRAFFIC GRATING & FRAME (FRAME & GRATE TO BE HOT-DIP GALVANIZED) I I /2" MAX. .C.E. NO. 56155 Exp. 12-31-22 C/V\\. mo Thienes Engineering, Inc. 1[J CML ENG/NEERJNG • LAND SURVEYING 143#1 RRESTONE BOULE:vARO lA At-CA1JFORN/A 906J8 l'H.{714)521-4811 FAK{7U}521-4173 Prepared Lnder T1e Supervision Of : -w2 ate :05/02/22 REINHARD STEN EL RCE NO. 56155 1 DAlE INITIAL ENGINEER OF WORK STORM DRAIN CONSTRUCTION NO I ES: @ CONSTRUCT 18" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 24" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 30" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 42" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 60" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT HDPE PREFABRICATED FITTING, SIZE & TYPE PER PLAN. @ CONSTRUCT MONOLITHIC CONNECTION PER CITY OF CARLSBAD DS-9. @ CONSTRUCT PIPE COLLAR PER SDRSD, DRAWING NO. D-62. @ CONSTRUCT STORM DRAIN CUEANOUT PER SDRSD D-09, TYPE PER PLAN. @ PROPOSED PERFORATED SUBDRAIN AT WALL. @ CONSTRUCT CATCH BASIN -TYPE F PER SDRSD, DRAWING NO. D-07. @ CONSTRUCT SUMP PUMP. SEE SHEET 28 FOR DETAILS. @ CONSTRUCT BIOCLEAN URBAN POND MODULES, 1 O' HIGH. INVERT ELEVATION = 358.00', MIN. VOL=71,769 CJ,. SEE SHEETS 21-26. @ CONSTRUCT 36" HOPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 18" NYLOPLAST CATCH BASIN WITH D0t.4ED GRATE. SEE SHEET 26 FOR DETAIL. @) CONSTRUCT CATCH BASIN TYPE G PER SDRSD DRAWING NO. D-08. @ CONSTRUCT 12"X12" CATCH BASIN PER DETAIL ON SHEET 15. ® CONSTRUCT CURB INLET TYPE C-2 PER SDRSD DRAWING NO. D-03A. @ CONSTRUCT CURB INLET PER SDRSD DRAWING NO. D-02, TYPE PER PLAN. ® PROPOSED CATCH BASIN STENCIL DETAIL, SEE SHEET 15. @ INSTALL BIOCLEAN MODULAR WETLAND. SEE SHEET 27 FOR DETAILS. @ CONSTRUCT 8" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 1 o• HOPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 12" HOPE N-12 PIPE WITH WATERTIGHT JOINTS. @ PERMANENT BMP SIGNAGE, SEE SHEET 21 FOR DETAIL @ CONSTRUCT HEADWALL PER SDRSD, DRAWING NO. D-34. MODIFICATIONS ON SHEET 22. @ CONSTRUCT CMP RISER TYPE 1, SEE SHEET 20 FOR DETAILS. @ CONSTRUCT 60" MANIFOLD. @ CONSTRUCT MODIFIED TYPE A6 CLEANOUT PER DETAIL ON SHEET 23. @) INSTALL 24" NYLOPLAST MANHOLE. SEE SHEET 24 FOR DETAIL @ INSTALL BIO CUEAN CURB INLET FILTER, SEE SHEET 21 FOR DETAIL. @ INSTALL BIO CUEAN GRATE INLET FILTER, SEE SHEET 22 FOR DETAIL. @ ~~1\rrn'iWo~1i~~11iN sm5J f7~oR5~s~1xM1iE~P~S1HlAi8N~?R LI2J 10 11 12 23 24 25 26 49 50 51 52 61 62 65 66 68 69 STORM DRAIN DATA DELTA/BEARING RADIUS LENGTH REMARKS S 81"32'37" E -279.04' 42" HOPE A = 45'00'00" 22.50 17.67' 42" HOPE N 53'27'23" E -18.63' 42" HDPE N 81'32'37" W -193.80' 12" HOPE N 81'32'37" W -232.69' 12" HOPE A = 90'00'00" 22.50 35.34' 12" HOPE N 08'27'23" E -18.70' 12" HOPE S 81'32'36" E -300.00' 18" HOPE S 81"32'36" E -300.00' 18" HOPE A • 90'00'00" 22.50 35.49' 12" HOPE S 8'50'0D" W -43.96' 12" HOPE N 8'27'23" E -36.34' 12" HOPE N 8'27'23" E -10.43' 12" HOPE N 8'27'23" E -34.96' 12" HOPE S 81'32'37" E -10.35' 12" HOPE N 8'27'23" E -34.96' 12" HOPE S 81'32'37" E -10.35' 12" HOPE SAMPLE STENCIL TO BE USED AT GRATE AND CURB OPENING INLETS SAMPLE CATCH BASIN STENCIL @) ~w~~11e CUEAN CONNECTOR PIPE SCREEN, SEE SHEET 23 @ INSTALL BIO CUEAN OVERT, SEE SHEET 25 FOR DETAIL @) CONSTRUCT RIPRAP, SEE SHEET 22 FOR DETAIL @ CONSTRUCT 3" PVC SCHEDULE 80 PER PUMP DETAIL ON SHEET 28. ® CONSTRUCT 21 "X21" GABION PER DETAIL ON SHEET 22. CATCH BASIN 7r;ENCIL DETAIL @ I ------, . I .. 1. '· I SCALE:1 "=40' INDEX MAP ICMll1"al00' GRADING PLANS FOR: RACEWAY INDUSTRIAL CARLSBAD, CALIFORNIA GR 2021-0045 STORM DRAIN PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE DA 1E INITIAL DAlE INITIAL RVWD BY: PROJECT NO. DRAWING NO. REVISION DESCRIPTION OlHER APPROVAL crrr APPROVAL CHKD BY: MS 2021-0003 534-9A TBLDG222,959 SF (footprint)CLR. HGT: 36'STORM DRAIN DATA 00 DELTA/BEARING RADIUS LENGTH S 08"27'23" W 7.47" 2 S 53"27'23" W 25.97" 3 S 5S27'23" W 24.65' 4 /J. = 45'00'00" 22.50 17.67' 5 S 08"27'23" W 126.90' 6 S 08"27'23" W 127.06' 7 /J. = 9(T00'00" 22.50 35.34' 8 S 81"32'37" E 61.54' 9 S 81"32'37" E 341.30' 13 N 5S27'23" E 24.73' 14 N 8"27'23' E 2.56' 15 /J. = 45'00'00" 22.50 17.67' 16 N 5S27'23" E 33.38' 17 /J. = 45'00'00" 22.50 17.67' 18 N 08"27'23' E 137.27' 19 N 08"27'23" E 12B.00' 20 /J. = 9!TOO'OO" 22.50 35.34' 21 N 81 "32'37" W 219.JO' 22 N 81 "32'37" W 292.30' 45 S 08"27'23" W 8.00' 46 S 08"27'23" W 6.16' 47 /J. = 91roo·oo· 22.50 35.34' 48 S 81"32'36" E 307.24' 53 S 81"31'29" E 9.34' 54 S 81°31'29" E 30.17' 55 N 48"23'52" E 59.87' 56 N 08"27'23" E 40.18' 57 N 08"58'33" E 42.68' 58 N 08"58'33" E 37.B4' 59 N 08"27'23" E 38.13' 60 N 08"27'23" E 11.96' 63 N 08"27'23" E 41.93' 64 N 08"27'23" E 37.23' 66 N 08"24'16" E 41.93' 67 N 08"27'23" E 37.23' , '--68 S 81°32'37" E 242.50' 69 S 81"32'37" E 242.50~ REMARKS 36" HOPE 36" HOPE 60" HOPE 60" HOPE 60" HOPE 60" HOPE 60" HOPE 60" HOPE 60" HOPE 24" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 24" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 12" HOPE 12" HOPE \ 12" HOPE 12" HOPE\ 12" HOPE . \ 12 HDPE ' 12" HOPE ' 12'0:i_OPE . ' 12 HOPE"-._.,~ -"1.0• HOPE ~' °' ---" 12" HOP~ STA 17+37.55 ~i;C,,30 IN ((//1/11111 STA 10+ (42.l) • \424) (+25 (OlG) 'I , '--V=5.61' /, STA 10+27.97~ 366.92 INV. ~ 63 5B EXISTING 12 S.O. WaJ ("'1)9) ~11) [410) .C.E. NO. 56155 Exp. 12-31-22 C/V\\. r.,,,_ I I 0+00.75 IN PIPE mo Thienes Engineering, Inc. 1[J CML ENG/NEERJNG • LAND SURVEYING 143#1 RRESTONE BOULE:vARO lA At-CA1JFORN/A 906J8 l'H.{714)521-4811 FAK{7U}521-4173 Prepared Lnder T1e Supervision Of : -w2 ate :05/02/22 REINHARD STEN EL RCE NO. 56155 LO (37) STA 10+04.67 SCALE:1 "=40' STORM DRAIN CONSTRUCTION NO I ES: @ CONSlRUCT 18" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @coNSlRUCT 24" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSlRUCT 30" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 42" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSlRUCT 60" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT HDPE PREFABRICATED FITTING, SIZE & lYPE PER PLAN. @ CONSTRUCT MONOUTHIC CONNECTION PER CITY OF CARLSBAD DS-9. @ CONSTRUCT PIPE COLLAR PER SDRSD, DRAWING NO. D-62. @ CONSTRUCT STORM DRAIN CUEANOUT PER SDRSD D-09, lYPE PER PLAN. @ PROPOSED PERFORATED SUBDRAIN AT WALL. @ CONSTRUCT CATCH BASIN -lYPE F PER SDRSD, DRAWING NO. D-07. @ CONSTRUCT SUMP PUMP. SEE SHEET 28 FOR DETAILS. @ CONST~UCT BIOCLEAN URBAN POND MODULES. 1 O' HIGH. INVERT ELEVATION = 358.00, MIN. VOL=71,769 C.F .• SEE SHEETS 21-26. @ CONSTRUCT 36' HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 18" NYLOPLAST CATCH BASIN WITH DOMED GRATE. SEE SHEET 26 FOR DETAIL. @ CONSTRUCT CATCH BASIN lYPE G PER SDRSD DRAWING NO. D-08. @ CONSTRUCT 12'X12' CATCH BASIN PER DETAIL ON SHEET 15. ® CONSTRUCT CURB INLET lYPE C-2 PER SDRSD DRAWING NO. D-OJA. @ CONSTRUCT CURB INLET PER SDRSD DRAWING NO. D-02, lYPE PER PLAN. @) PROPOSED CATCH BASIN STENCIL DETAIL, SEE SHEET 15. @ INSTALL BIOCLEAN MODULAR WETLAND. SEE SHEET 27 FOR DETAILS. @) CONSTRUCT 8" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 10" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 12" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ PERMANENT BMP SIGNAGE, SEE SHEET 21 FOR DETAIL @ CONSTRUCT HEADWALL PER SDRSD, DRAWING NO. D-34. MODIFICATIONS ON SHEET 22. @ CONSTRUCT CMP RISER lYPE 1, SEE SHEET 20 FOR DETAILS. @ CONSTRUCT 60" MANIFOUD. @ CONSTRUCT MODIFIED lYPE A6 CLEANOUT PER DETAIL ON SHEET 23. @ INSTALL 24' NYLOPLAST MANHOLE. SEE SHEET 24 FOR DETAIL. @ INSTALL BIO CLEAN CURB INLET FILTER, SEE SHEET 21 FOR DETAIL. @ INSTALL BIO CLEAN GRATE INLET FILTER, SEE SHEET 22 FOR DETAIL. ® CONSTRUCT BIOFILTRATION BASIN WITH BSM MIX, SEE SHEET 20 FOR BIOFILTRATION DETAILS & SHEET 27 FOR BSM MIX SPECIFICATIONS. @) ~iA/ib-R/e CLEAN CONNECTOR PIPE SCREEN. SEE SHEET 23 @ INSTALL BIO CLEAN OVERT, SEE SHEET 25 FOR DETAIL. @ CONSTRUCT RIPRAP, SEE SHEET 22 FOR DETAIL. @ CONSTRUCT 3" PVC SCHEDULE 80 PER PUMP DETAIL ON SHEET 28. @ CONSTRUCT 21 "X21' GABION PER DETAIL ON SHEET 22. I . I .. ·1 ·. . ' TJ INDEX MAP ICMll1"al00' 1----+---+-------------e---+--+---+--~~~c-rT=EN=r=IN=E~=r=IN=G_c~=t-'--'pr=R--'--'~=~'--'--J?'-A-D-----"~ GRADING PLANS FOR: RACEWAY INDUSTRIAL CARLSBAD, CALIFORNIA GR 2021-0045 STORM DRAIN PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE 1 DAlE INITIAL DAlE INITIAL DAlE INITIAL RVWD BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL crrr APPROVAL CHKD BY: MS 2021-0003 534-9A f f ' I • TT ~ ~ ~ '-+--+---+---,f-+--+----,..:--+-l--+--+---+---,-+-+--+---+---,l-+--+---+--+-t--+---+-----+---4-+-+--+---+ .+-+--,.f--+--+----+---+-l-+--+---+---,f-+--+--+---+-f f f f f f * _I_ I~_±' 1 f f f f f ~ f f f f l I I r r f --1----1-1--l---l--4~e=-~+--1----+-1-+---l---1----1-1=-i-"+---+~e-+--l---1---4-1--J.;;c+c;;.f..---l'--- --1--1---l--4~e-+--i'=-1=-1---l--4~e-+--l---1---4-l=+c+--1----1-1-~ -+=+"''+ . . ' :..---: ~---.!.: ' _ _ r-i -i-~' ~ S1\£XlTIN:-t-+-+-+---1f----+-+--·t-+-..,·t-+--!~t-+-t·----1:-~t-+·--+--+-+--+"'"'T=i-~--:·=+=±--_+-+-_,..,.-+-+:-:t-+--+--+---1-t-£ExlsTING-1~-+-:-1:-t-+--+--+_....,,,....+•, ---1_-+-+--+----+---,f-!_:._+-_-+--+_....,t-+-:..,.:__,...,,_~:---,.==i---+--1--1----t--:-~--+~'\""_~,~.l'! ... STI~N~G-+--:t--t-t-~-,;._-t-:+-+-+--1--:rt--t-t--1-t-➔;-.tl-~4B~~ I-7: lADE f ti-'+-"'-+ -----------,.._ +-+--+'+-'+--t GRADE ·:;a t o., . ■-+-I -,B~fflc0--l-+-+--+----+---,f-+--+--+--+-:i--:~ ;.::I: . ---+ da:::::1 . -~ o;;; i<S.,~ t-1=-c---I;; 19·.., 1 ---£ I ---'---1="1""---t---t-+--+-+-t--+-+-t----t=t' r. t . ' -t PR<POSED GRi\DE L I I ~ ~i; ii; ~ ' t -r--+--t 11 11 !ii:: 111 11 1 ! ! ! ' i;; ';:,-I:, \ EXISTIN~/ 0 • ➔ GRADE f--'l ~ . ' ' ' I 100 'IR t--+---+-----+--<-t::=+= _ le 1 O--YR---1..,_.1 ---t,....,.,====r-:--;-, ~c+=HGL'---"'~-.... ~-===~=-t:-.t"'""1----l+--L -~-=!!==~:_-_....,.. HGL'. · '-•-----' t 100-'IR -'-----'----'----'-C"""-t----t r______rr t ' ,_ -r-r='------'------'-----'----r T I I I I I I -'-----'---~=!==---·---+-----'-------;-. t t t t --100-YR / HGL I I I I I I I I •375/72 TG I --CATCH BASIN -v lYPE ~ --■-t-Q.!itL\ , ' ' • ' '• 4 -H--:~;:;~:.:---,'-+--+--+----+---'l-+--+---+---l-+-+-lcl~-+---4f-+--+--+--+-l-+--+---+---l-+-+--+-+---,f-+--+--+---+-I-+-'le I ' T .:> U ' S=0.'1807---¥/; ~·MOOIFIED lYPE ' ' ' I I ' ' ' ' I I ' ' I I I I I 1111111 ' ' I I I I --i-= '+::::i -t--+--+-f -I , A-6 CI.EANOUT • ---+-·t----+---< -t---+--+----,..--+-1--_ -7 ~E~f ~6. ~+-·---+--,--+---+-----+--<-+---+----,..-+--<-,-, -----Z 1~5• , --+--+--+-+--+---I--+-+-+--+--+-,+--+_--+-+--+-+-+---,--+-+--+--+-I ].....--1~-l-~+-+-~----:--+-~~~=i==i==r-1 / f-s 24" HDPE URBAN POND !x SEE SHEElS 21-26 §i .f' 4 I I f : vs□ LAT A 1 TO SUMP / PUMP . ~0.0025 Q100=43.4 CFS Vmax=2.2 FPS S=0.0025 ' . ' 60" DIAMETER V MANIFOLD t t t t . Ss0.0025 . . . . Q100;=21. 70 CFS Vmax=1.1 FPS -. ' ' -60" DIAMETER/ t t r MANIFOLD t I= ' CONST. 87.29 LF. ,60" HPDE CONST. 242.50 LF. (3) 60" HPDE 60" HDPE -+-- -- -- -'-""""' ., •• ,c -+--- -~---+-+, L.--,~-H~E--1 -- -- -tCONlRACTOR TO VERIFY LOCATION AND INVERT Q=43.40 CFS - -- -- -ELEVATIONS OF EXISTING l/TIUTlES AND DRAINAGE ----t Vmax=19.6 FPS SISTEMS AND NOTIFY ENGINEER OF ,NI DISCREPANCIES PRIOR TO ,NI CONSTRUCTION. ----t . 10+00 11+00 12+00 13+00 ' ' ' - -{I -- -- -. - -. -- -- --• I I I I +-+---1-+--+---,f-+--+--+--+--+-+-+-+--+-1--t. I I ·; I I EXIST +--+--+--+--+--t---+--+--t---t---l---1---1---1---1----11----t, V1lrn +-+---1-+--+---,f-+--+--+--+--+-+-+-+--+-1--t I I - -- --- -- -- -14+00 15+00 --- -- -I I I I - -~---.....--=-F-=+-:::..+. LINE PROFILE SCALE: ( SEE SHEET HORIZ. -1" = 40' • • ,+-_+--+ .. VERT. -1" = 4' . . . 16+00 -- -"A" 15 I i=-c, ;-= - -CONST. 10.50 LF. 60" HPDE - --• . . 17+00 -- -,-' - -,_ ,-- -,-- -! ,_ -. 18+00 - --' ,_ - -- -19+00 - -. . . . - -' ,--. - -- -- -20+00 -- -' ' -. . . - -- -- -21+00 - -. - -- --- -' -- -i--, I I ,__ .,.__ f---•--,s lij" +--XISTING 4nn . -·--·. 4nn___,____Qg.f),'+-._. _____ ._._\_ .. -._._. _________ .;i;j,=• !i.-·Ji· ~~J,,...GR ____ A□-E._. ________________________________________ .. -•:-~9/'__,___ \iJW' ___ -t--______________ EXl_s~--, . -I .._ tl u-.-H u1t1 . . \. .. =--~ c., ~~ ~ , , LJ~::J ~,--.---: I' : • -+--+----,..-+---<t--+--+--+, \EXJSllNG ~ tj :-1 ES i d i r--, I I --<-1---+---+----+---<t--+---+----,..--+-t-+--+---+--<-+---+--+---+---<t---+--+--+-GRAD.E ' , f-1 l---+---+-1---+---+-----+--<>---+---+----,..--+-t--+--+---+ GRADE c.__:i[ '-' n iii "',Q; c:.H2 -~ ....J (0 ' r-, ~ . ) I ; ~~ r t-=f3 -.., 'hitl'-~ ·, __,r,__ROP_GR~~ ~ 1 I I :!r u ~ 1.. PROPOSED .1 \_ 81 SPREADER i----t I LJ "" <::!.:::! } GRADE -.il / i PIPE ' i----t-lJ,_ --~ o ..., --+ TYPE~G'.-; --...._ '-/ t==-t==-~r.~373_53+-,--+--,_-+---+-----+--<-// -I CATCH BASIN MODIFIED TYPE _.,.. ~s'' O 0200 t . E, 100-YR -TG=37-2.53 A~6 CLEAN OUT , j' . -I I ,..: > . H.G.L "--JiiJV~J: ~~-;,--_, ~ , ~ ..,a; I'-.. Z=5.0 o0 g: ~ -~' I :!: ~o..= . -... ~ +--+--+--+---+-+ - -- -,_ ' . PROPOSED r-\j .......... ~, 11 =~·, -L/_G;:::~=:::::---~:E~~~:j----100--YR ' ---, --f .1A1,---:~ HGL \' · "-.EXISTING PROPOSED 1:r'.:;::_ ___ -:----~~;=;----_;GR;;;AD;;;,E_7+_1t,-, TYPE "B" CURB INLET 375:56 TC -+--,t-+--< ---+--L-1-------+--' -.,_ ~-t--+---+-----+--<---+---~ --+-t--+---+-----+--<-+--GRADE PROPOSED /-GRADE '--jt--,+--+--+--~ -'f'\. -' HEADW~li. _ r r l r 1--+--+' T ,!-+----+_, 0 0030 1 1 , t , · ,6" PVC FIRE . - -371.83 TG f j)I/ • :: I .._•LL.I>~ :>; ~LL.I>~ > ' :--....8-9--1:t-HHHHHHHHH-l-l-l-l-l-;.+--IR_·.fllt,-t:E:~x1iSsT~ : : g-9-0 .' 3 f!0+-+-+-+-+-+-+-+-;,1H-+-:-1-;i:1-j-+-+-+--t--t--t--f"--t--t--t--t--t--t-t-:2sulMMtt-:7tli+t~-·:ia:~\;1z 1!i l!!tt !!:~1!i ltlz : ... :-, ' .. -.. -.. -.. ' -~ cSl"i < cl"i -< Cll"'i <cl"')+--"+--+ I ~~~~~~~· H 12-SD f---,-=f-,-;1----t I 1--'-+-t I f---! ! CONST, 10.50 LF. +--,,,,i-~~~~~~'-z------J~ '/ 1 t t so· HDPE ~12 HDPE I S= ·-· T + 100--YR 369.~2 BOT .~ I ' . ' ~GL I 2.90' Cl.R ' : : ,1-+I -+-I -;l-1+:-+-+11-;l-+l-+I ·l+--+-+-+-t-t-+:-+--+-+-t-t-+-+-+--;'-1\-+l-+I -+-I -;l-+1 '<1~,'·1f-t-t:r-:::!,·e=---1-111---:::!.-,:+.-:,+-t-t-+-+-+--;'---!r.>,.l-,"1_L:\-+-V \_ 1 .,..-72" C.M.P ' ;:J ("""{:'] ~ . ~ co: ~~ s . ~ > ----!--t---J;--l~;~~vc~ WATER /-------;r-,~::::;=a!,r .. -... ➔~ ✓ RISER '° i.J > ffi r..i 1-,-i !!,! • ;'.1..,>°""+--;~ g;-~ 1 ~~--l + i.JZ r 369 92 BOT ~ 9::~ <1--a.. ~ a.. 1.0 a:::>z ca> u -:) N 9:: -~ · · ...... ~ OD.." O -o +=>-+oc:i!. ::: oO -o,-. -o..-2.90' (l.R ,_ i----:zlii;-"'F~+li:"'-o:; 5!'-'c,, S!i3•:.,,+---,-,Ji!j---: "o"" <O~➔ r--~~~ ~!~~ ~!~ ~~~ J-i!§!~;;."+--iff;~f;; ~i5~ t;,~r;; r-¼ T I f-:::y~~~:: -' - -:--+-n,.,_.!:':I n . u-,·v : ' ; : I 1 ~O~R~~I\~E~P~All 1, v-f---"SD LINE A "" -,.. • CONST'.:"1;~0~F. --w ■ coN • r-,....-cnmt,r> tnl:ilt,r> f r I-+-'-'I"') ,,,,~ (0 l"'J...: r---PROPOSED +-+--+-+---lf-+--GRADE ._:, ~ OONCRETE ,-COl.lAR I ~-+-+-+--t--tt---rS=0.3078---....... J~ -~\ , ~ ~ -, 1--1--1--t--t--+ ''.......,.......-11 ., ~ +\_ I . ' r,.. 60" HDPE Sil LINE A,}._ l-351~00 INV. '-+ --S=0.0056 I CONST. 220.80 ~F. r 18" HDPE 1 +---=-f---i Q100 6.30 CFS, Vmax 3.6 FPS URB.6N POND c--., s•--k-so,m .A SEE SHEElS 21~ / a,!!,! _ -iij~::,;, ~ I o,a:::> +a:::!!: 363,12 TOP r= 6" PVC SEIER-.!;oi!.... -:::a.., ,7.76' CL!l 36339 TOP -zlxl ,..0;;; : s=a~e , 2 &•8➔-t·-·--------:..,i~! : -+--+--+--+---+--r ,z,-. ~-'+--+--+---+--<----<+--+--+--+---+--+---<-+--+--+--+----+--<----<>---+---+--+--+---+---1-+--+--+--+---+--+----<f---+--+--+--+---+--<--+--+-' ' ' -=--'-t---1' I I I I I +-➔-------t---+----------,t--+--+--+ ___ -t--___ 1--~~ r--1.151 CLR ~i':ll:g--~ffi~ cna;:u••) I I I I I I ' ' ' I I I I I ' ' ' , ~rJ-r V . £DI'"') -~ t:-~ +---+----,..-+---<t---+--+--+---+-t--+---+-----+--<-+---+----,..--+-t--+--+----+---<-t--+---+----+--<-+---+----,..--+-t--+---+-----+---f-+---+---+----+--+ . ' . 1-358.00 INV. . t --+---+--+---1----<f---t--+--+---+' +-1--"-..__ GSR PE1;---:t ~ WALL PLAN CONST. 24.27 LF. · I:;..,::,; :!! > · +--+----+---+-1---+---+-----+--<t--+---+----,..-+-t--+--+--+-100=23.20 CFS.,. 24 HDPE -,1-!=i!. +i.JiE~-+----,..-+---<t---+--+----,..--+-t--+---+-----+--<-+---+--+--+-t---+--+----+---t-t--+---+---+--<-+---+----,..-+-t--+--+----+---t-+--+---+-----+--+ 1n cE • ~a..'° ~9::o • Sw~ -~ ~ ---+--<-+--+--+--+---<t--+-~ .., > ' Nwz +o..--+---1-+-+--+-+---,f=+=+-, ~~~ Vmax=7.4 F'PS t --+--+---+---+--t--+---+-----+--<-+---+---"'.:cf:~~ <b-~ -- -- -.. -6~~ __ 1--1.1.1co i-,;:zCD ·' ..,._o ,~ (l)m..., cnw..., ..._It) tT i~~ --+--+--+--+--+-+-+-+-+-+--+--+--'SELAE•-['SH~EAET1"1a\ .t---+--1:. ~=~==2r,-.,~~~ELF. I 'IN]~"])" .~!iliii CONST.123.02LF.-24"HDPE---:t - --C:oCO t--,+---+, ti, ffi~ - -100--YEAR:j ~ +--~is~ ' \ ·-\JI I ( s·EE SHEET 20) . : Q100=29.60 CFS, Vmax=9.5± H.G.L7 ~ °' CONCRETE -l --. I --------f-----1 LINE " E " L..",,.__ COLLAR • • • .a T I""" A-21" • • ~ 1s• H□PE ~ -• "' --·· -1·-+-+ :_1 __ 1---+-+:-'-~.,,,""7,.0_. -+=-------.--------.1-+--+-+-+-+--+'_,(....,s.1--.E+E ...... _sH ..... -...... E_E._Tll .......... 16_),__,_._..__._....L.-_,__,____.___._____.'--'-__.__ .......... --L... .......... __.__.__,__,_~ .... ~__._: _.__,__,_: . ....,.'--'-...... t_..__._tt_~'--'-. __.___,__,_--L.......___.__.__._._,__,_..~~_,__,_.(_s ..... E.-...... ~__,...., ..... sH ........... ~·_E ..... T ....... :_2P .... ) ...... ....,.__._ ....... _,__,_.. ...L.-_,__,___.___._____.'--'-__.___,__,_._::i 358.9l INV. i,;r-t Iii~ +--+' -+--+--+--+-+--+--+--+--+--+:--+---+--+--+---+--+--+---t:--+--+-+--1--+----+ t-11 + 0 0 1 0 + 0 0 11 + 0 0 12 + 0 0 1 0 + 0 0 11 + 0 0 12 + 0 0 F--f ' ' r ; : . . 10+00 0 I ' I ' ' -~ : : : ~I~ i, I, , :. i, :. :, :, :, :, :. := &Lvo !1i~n_~!§.!}.!}_ lANDinee!.iJ.e:./!C. 1-----+---+--------------+----+---+---+---I ~ CITY o F CARLSBAD ~ ~•&~~~•-~=-,.-ENGINEERING DEPARTMENT ! ! I I I I ! 14349 FIRESTONE BOULEVARD ~==:'.....::===============::'...:===~ ++::. +---+-t--+-_____ -+_-·,i:,__+--+--+_,--_+-____ +·: ___ -t--_______ --+i-t--+-_____ +-____ LA -CALJFrJRNtA !J06J8 GRADING PLANS FOR: Q100=1.50 CFS • • PH.(714)521-41111 FAX{714}S2t-417J Vmax=15.6 FPS : : ec<"<" RACEWAY INDUSTRIAL CONST. 80.50 LF. I ! , ! ! ! -f.S> ~~ow., s~~ CARLSBAD, CAIJFORNIA 12 HOPE I , , , , ,~ ·" Plepcwed Under 1he ~•hn Of: I ! ! : : : ,':;,' ~ STORM DRAIN PROFILE • PROFILE SCALE: :x , -,.., 1----+---+-------------------+----+---+----+-----t -G=R===20=2=1=-=0=0=45=================: LAT ''B~a-•· ! ! ! HORIZ. -1" = 40' iQ rr r ~ ,..APPROVED: . ( SEE SHEET_-16_) . !. :. :. VERT. -1. = ,. * R.c.E. NO. 56155 * • , , • , , . ~ Exp. 12-31-22 ~ 11+00 10+00 10+00 -,, 1-:-:--C-'---'/ V'--'"I '----:c ~ ~~ or C1''-'' )'.)5/02/22 DAlE INITIAL REINHARD STIEN EL RCE NO. 56155 ENGINEER OF WORK JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE /1\ REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL I RVWD BY: I PROJECT NO. DRAWING NO. f-O-TH_E_R_A_P~PR_O_V_AL-+-CI-TY-AP~P-R-O'l-AL---1 ~C:'.'.H.'.'.K~D'...'::'B'._'_Y:_: ===-I ~-M_s_2_0_2_1-_00_0_3 __ ~ ~--5_3_4-_9_A~ =1 ti i 1il i I 1, _ --±--t,-t--,+-,-+,---lc--+-,-+-,-1.>-=t--,+--+--+---±---t:--c--±--+,---1.>-=+-+,--;,--t--,t--t--+---±--+---1_.1-:_::+---±---t:--t-I 1, ~'l~B'cd I I I I ! ! i i i i I i I I I i : i I , •"8 , : . . ! ·, t't ,· : ,:~ j'j t' . i! ! ! I! 1i,1 ! ! ;, i i I i l l :-i -, i i i i I i l ! ! ! ! I i I i i i :-i -i l i i · ! ! ! ! I i -, i i i i I i i -t.J a , , 1 , "u · ' , +-:-+-... ~ --+--+---1---1>--+--+--+, R~ I I ;- S-90·-➔------t-+--t--t---t-+-➔----t--t-+-+--+--t--➔------➔--t-+--t--t---t-+----➔----1-+-+--+--t--➔------➔--t-+--t--t--➔:---1·1-+-:· ➔---➔---1-+-+--+--t--➔------➔--t-+----t-+--t--t--➔---1t-+-+---t-o. ~-.,~s1,e : . ' PUBl c I PRIVA 1E RIM El!EV. ~+--+--+~~+-+--t---1>--+--+-+--+--+--+--+--+-+-+--+--+-+-+--t---1>--+--+-+--+--+--+--+--+-+-+--+-+-+-+--t---1>--+--+-+--+--+--+--+--+-+-+--+-+-+-+--t---1>--+--+--l -+-+--+-+-+-+--t---1>--+--+-+--+--+--+--+--+-+-+--+-+--+-+--t---1>--+--+-+--+--+--t--+--r~ -- . ~ 7'"0R Pr -= + .. ------:t: ---::- EXISTING ---. \ GRADE -~ ...--• PROPOSED 1----c 18 HOPE -"' llANHtiioii'iLE;"---__ ..J , ' --EXISTING r- - -- ------------ . ·• ---- . . ----rUHJ ~ --~ ,~. --I . EXISTING , _.,.---=-. -GRADE ~I ' . / . r-,---y--+ , , t . 1 _: .*. f f , .G 0 RAD 0 E ".-1. , __:.--'--' . , . -r f--b_. EXISTING/-t : : : : : : ' +I 1,-1 -+i -+I-If..\-.c-se.:----~· ..,.__,--1· ,-·~-,:I-+-=. -+:--tl-+-+-+-Lt+-+-1 . . C _Q ~ ~-H :i--t-t-'? _ ,;>c ~ . : . : ~-2r-+-·+·--1·-t-+-+·-·1-+-·++-e· "~-,._.J'-h r+-+·-·1-+-·+·-·1-t-+-++-t-;-t-+-+-l-1-+-l-+l--;·1-t-+-++-+-;-·1--;~ ';,\':;;:-,./1-1-f'-;-t-+-+·-·1-+-·+·--11-t-+·--1·1-t-+-++-+-'+'' GRADL. • • • • i '-:,.)""m .. rv.xu ~l ... t!J"B _ , • . ~ __:_-:. , , , , EXISTING/ , , , EXIST. CURB I:-11 -GRADE -j1::>_"".-.--!!-~!;J!R~OPEN~ltJJNGS~ • ~ 3 ;e • I:-t8 N ,:--GRADE t---+--i-~ * ENING C.B. 1---+---! "" / PER DE:;TAILS ~ ,..: _,. 0 • PROPOSED GRADE 375.75 T,G. • 376.n T.G, rr.'-1 ------------( 11 .. I ' -✓ --ill $i;i I 1·11, .. ~ §~ ~~::E • • • • I t -, ,~, I_ 3• PVC-WAlER-'1 6• RVC FIRE -• r .--t--c1~ '+ 0 112 .--+-+--+--+--+ ~b GSR PER VWALL PLANS / I I 365.~4 BOT " V 36~R, BOT ---• ~ I __,..,.ill.F~pj ~ ._; c'i!i I ( E=X;a:IS~TIN\r,G~c--..!l __ r,_-I I 11 5.B5-CLR ~ , 5 69' ~ -__!-----;+--1,-,_ _ _.. ' ' ----: ' ' ~ $~ '..--+-+--+---+--+-PROPOSED -. --+---1---<- -+---t=-t-=:t--+ TYPE "A +· ~ URBAN POND -+-+--,-t::::'+=:±--+--+--+---11--+-+--+--t::=+==I ~ GRADE ~ w 18' NYLOPLAST I ClEAN<XJT TO 1t NI . . I I / CUTI.ET YAULT ~. I ' I ~ _J -+--+--+--+---+--+--+-/ DOMED INLET ~k .,----18" NYLOPLAST -+--+---+-~,· ~ 1... BE REMOVED I•-~~ , • • GRADE , , , , , lj . • / v DOMED INLET I PROPOSED 6" PVC SEWER +--+--+ "" .,; SEE SHEETS 21-26 , I -- ' ' J 11 H"'· -8c-+-~uR~ POND ' ± ' . 12· HOPE f ~~~Fi::J 11 I -~f.,'rulFT-4' ]'-~061.iJ!!CLRBOT "-· , • • -100-YR • 12· HOPE . i-so tAT e-~-\...1 T I s-0-5420--.,. ~ -~ 11 ~ ~ ~~ ~ ~-3\ t--+--+, 368.51 INV, ' ' ". 0 -. " ' 100-YEAR . . 1-'"" , . I • . • --. • . 'I. IV. ~ ~~YEAR '-I" H.G.L 7 -, ~€!fJ r:+-1~, 1' I I I I ~ ~C:""' ., I O O O • 0 0 ; • • i I I I -~laf,--11--11-----,+,1-G&~ ~ 0 ~Jf°0 0 -~ ~ ~ cJ--+--+---+--+--+--+--+--+--+--+-+-+-+--Jcl::--111--11--1 I I -.\1,2!.cHDPE I !~ ; ;\·I I O O , .,___._ J I_~ ; O O O O O ,lac/~~&,-;1-1-+-;+-;+-;+;-+•~'-",t--P/-'t".::l'"""',l--,l----+-+-,+-;,~,-9,!.f) ; I )l Ff='t · -F-+c:::+ -+--+--, ."\ · -,· !!lh!Mi~v.2~ F_f 1 ' 1 1 +-~ W 18" HOPE I --18" HDPE • '--t'""~~~ · . I !oo-YR, I gi51:~~~ -~ 11 !~ r---t:::E:;0911~3~t.,..-.1;' _.,....---'--'-.... --1"'L--+TTT---' . : f I I ---=;-;r;-+;-t .:t_:±_:,±777h1~·r:□ S=0.0050 ~ ~ ~ S=0.0050 m ~ -1.--3g5~~E1:v. f ~7~E1:v~ :;~~_J I ~.G.y-~ -----J I 11 r -· · t t µ+-,,~-.., 1-s=o.0050 t t t t ~!---+-I ~ ) ~ · al -+-r-lnffiPi 11 .----CONCRE1E8f . r . • j +-t I . --i . • . '°"'"' I W -I r-_,,..-COLLAR • I S,.0.0050 ' i i "'o.z: w .....-! +---+--+ · I · --; ~ · \ · UR~ POND 1 \ ~ · "\""1 8 t8 1-i !i:..;r al · .;!;o. 1 , -.,. 14 ~ --+ _ _ . . SJ:E SHEETS 21-26 i::: i--i 1 1 1 t8 ~t8 +-+-·' ~ ~ ~ ~>"~ ~~~~~·--. ;~~ 1 m -~ ~ ;,: i~~~ --r J J ~ t /·. ,..~:l,: +=>;;!; ."'-z_"'+ _l_in+=>>_"' ii!: .,,.; . ! :8 ii!. o · "'~ :,; -a;::3 -"' 0100=7.9 CFS $0,.:$.:,,..: 0100=6.70 CFS ... z"' -0 ~ -~•-0l00=1.20 CFS +---+--+ . -~a:;;; S?ui!l S!BgS?!z..,c<>z:~::,._ +ltl~-+--+ 1-~ > :'.! :,; ~ :,; !~ .,.. z ~~ $~;--,. r-Vmox=4.5 FPS ..--lt-,-"'"'"' v,o-, v,jSS.<111!jil!.--,-Vmox=3.8 FPS, 1 -i5!:ll~' i;j15r;; lnlll:ll Vmox=10.7 FPS 11 / -z~--1-<tii!2,<o~-J-"l-;;;~~~::J Q100='/8.6CFS. -0::8;-+--+ 8 ,_;j; ;;;~ ;;;_~!ta; -z:lll -:ll:--t-,•0100=8.20CFS ~'.:.'..c,"'"'"' 0.1.00=6.BOCFS--i -"'"'"', ' 0100-D50CFS ~ ClONST12; __ 30HD.1P7ELF. ➔ -f ~'°.,; ,-.cu,~ li,i5~~..J~<ffi"';:,,zin · :;ju,;,: -ill-8 -a:~ .ct5on <._;ui Vmox=4.6-FRS -, V 39 FPS CONST. 123.10 LF. -18" HOPE -• -f~~~~e I I '1 I I I I I I ~ -~-~ 0'1 :rao.6 cFS V>II o~t;, m~ en ~: : V~a~16.? FP:S : I ~ ~ill,-+--+-+-+--,--1'.1--<8--&ti :,t--,'.1-t-f--'. 'i½-B= 8 I I I ~ ~= fn ~~-g ~~--~ a~~t;; =•,,_Jrr~..i~="'W l-,1,-'4'--1'1-,1,-'.f-'.-l'.-1-'..f-'-1'.-1~1-~ '.4~--1'1-+-'4'--ldo""N-;1-_ -1+63 ·-.3-1-L~.1-_-+-'1""'a•,.j.'H-D~:i::":x:~· ~'.~'.'--l-'1-+:--!i::::j:::+::+:+=+=+===ir==+=:,+= ,::i,==li-+-: ... .if-:.._"" +--1:--➔+ -_ 4-+•=~·~~~'-..f.'--t _·-l--l--1-•-1)-:~ ~:i., ~.~~~r-r,+'.---11--+---+--+--+--t-l--+-+--+--+-+...,.-;~~s~e : : ll REMOVE EXISTING 30•--Vmox=16,3 FPS • _ • <tii~ _ CONST. 154,95-LF. 18" HOPE • 12" HDeE / RCP. REPLACE Wl]'I CONST. 167.86 LF. -30" HOPE I I I 1.--358.00 INV. li,l!j:1! •1 • 1 1 r wAi~r~ ~NTS • • • • • ~---•ON~ST=·~~'=·=soc--. L_F~~ ~ • • • 1 1 --• 1 ====:=:=:==:=:=:= ... 1-____ 1_+-1 ... 1 __ +-_ ..... __ __, _________ +-_--+--_-+- --+--+--1~, I (17 IMPROVEMENT PLAN I , , , , , 1 • • f-8-HOPE~ 1 1 1 1 1 --+--+---1--1 r DWG. ~34-9 +--,+--+.--+--+ , i i , • • •. !)/ . '. '. '. '. '. !>--+--+: -- LINE r-" C ,,_ r-:1 (SEE SHEET-20) . ' . --------. LINE ''B" --( SEE SHE RT t1_6) . . -- LAT "B-1" (SE..E ·s FJEET 16) . L..1 T. ''B-2" (S~E SHEET 16)_, •CONTRACTOR TO VERIFY LOCATION AND INVERT PROFILE SCALE: ELEVATIONS OF EXISTING UTILITIES AND DRAINAGE t--+---t. , -, · -- SYSTEMS AND NOTIFY ENGINEER OF Norr [ +---+--+i i HORIZ. -1 • " 40' I I T+---+--+i i I T+---+--+T I i f l1,--'-+--.... f f f DISCREPANCIES PRIOR TO Norr CONSTRUCTION. 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' I I I <n<J r 1 . \ I~" .~rofED --. : ill§~ t t r=I ~ ~ + + 100 YR I I I ~ , ~ ---- 12" HOPE SO LAT B 8\. -- 12" HOPE -- -f----- -------.. .. 5;.0:0050 ,,,,,. t: --i --,L ~ -& f .,,, -------- • ..---~>--c-"c=l SO LAT~ 6 , , ~ t . r · . ""~· lll"'> · '\ /./;; • • - ~~+Q'-1, ~ -1-•,1--+-_-+-_-+_ t~e-r-1~:-_ ..J. ~ ' I •, I FL ' • • • • F • /I l • • ~ +;,: I ~ -~l!i""z'-fl--+f -lcf--1•1--+-•-...... --=• =...1...-1--1=~~~--1•1-,1.-•-1--1•-1c1-+•-t-l-,l.--l---l--l--l-ll-+-+--l--l-•,.i.; •.Q ~O . .::Yr .':Jtl , , , · -, , , , 1c , ii! , , + a; .... o. N 8 , 1. 18" HOPE ~F,,...., · , , , ~ I L t:J ~r o • ""' ~, --,-.;la' . I;. o, N a::t, .z . 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'CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATIONS OF EXISTING UTILITIES AND DRAINAGE t--+---t, SYSTEMS AND NOTIFY ENGINEER OF Norr DISCREPANCIES PRIOR TO Norr CONSTRUCTION. . 19+00 -- . 20+00 -- 21+00 ~----·- PROFILE SCALE: HORIZ. -1" " 40' VERT. -1 • " ,I,' -- •· . 22+00 INE ''B" (SEEt SHEET 15) mOThienesEngineering, Inc. fsHm7 CITY OF CARLSBAD ~ 1[J CML ENGINEERING• lAND st/fMY/NG 1----+---->------------------+----+---1----1----1 ~ ENGINEERING DEPARTMENT L__::_j 14349 FIRESTONE B0Ul£VMD ~;:=:;::;::::,.'.:::;::::::;:;=:;::;:;==========-===::::; , --. Mlf/'/Jff;-~i:f:!t,TJ t---+----l------------------+----+---+-----1----1 GRADING PLANS FOR: Prepared Under The Supervision Of : 23+00 C~~b ~ __Qote :os/02/22 { REINHARD STENi EL RCE NO. 56155 RACEWAY INDUSTRIAL CARLSBAD, CAIJFORNIA i----1----+-----------------+---1----+----+----1 ,=G=R=2=0=2=1=-=0=045=====S=TO=RM==D=RAIN==P=R=O=FILE========: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL I RVWD BY: ---1 PROJECT NO. DRAWING NO. >-0-TH_E_R_A_P~PR_O_V_Al.-+-CI-TY-AP~P-R-OV_Al.__, CHKD BY: ~-M_S_2_0_2_1-_00_0_3 __ ~ 534-9A i1 ti i 1il ti i 1il tit li 1i it lil .i --+-+=+,=+ -= 1 i i i I i ·i : : i i I i i : ,-:-, i i i i I i ·i l l l i i I i l l ,-:-, i i i i I i ·r : : : : 1 i I i i i :-i ·i l i i i i ·r : : : : 1 1-, i i i i t::::-+._==t------t----11-= ~ Si .. "v-1-1-:· --t--t--t----1---i---1---t--1--1--1--1-----1---1---t---t---t---t--t--t----1-· --1-· -----t--t----1---i---1---t--1--1--1--1-----1---1---t---t---t---t---t--t----1-· --1-· ------t--t---------1--11--1----i----t---t---t---t---t---t--t--t--------1-1-1--1----1----t----1---t---t---t---t---t--t---------1--1------1---1----1----1---t--'i----s:,t~>E1-= --t---t---t--1'.-11 . . ' - -. - -- -- -- -- -- -- -- -- -,-~ l2. · PROPOSED .i - -. PROPOSED -, GRAD~ . 1.PROPOSED-1 GRADE TYPE G ca' - -/380:80 TG r-1--+-+-+--+--+ ' - -18 --~ ,--+--+-+-+-+-+ l'-t: GRADE----1 ;t; d , • • ..... (.) co • • • • • • . . . . . . • • • I . . . . . j . . . ~ CATCH : •l Cl f' • , 100:: .Ill il/-..,;,,;:BAS<i,i;;IN-+-,-l---l--l--l---l---l----l-'--ii;,c)"(::Tt:Jl----11--+-+-+,-11 ~ 5-~ : , i-l • I I . f 100-YR • • ' ' ' . 'J,,, . . . 1 t t t ___ I 111 I ffi,~~ . . 1 , ... .., / ""-• • , ~ ,, : 1 ~'""' ~~~t:::J::-1, I'= f---::;_cl.1.:..· _.:;l--=r.:=1.=-,::..:::.a::t::--+, I I I I I I I . ;-?f} I -1......L I I I -' . ,-......+ ----~ .--> I '.s..o.0040 ,,..___ ~ I I • ' ~ • : ~ : ,1::::-1 ·-: \_ _; r, : ~ • ill ' n ~F----1"'81~-II·· t:==i' l t I t f--+--:l µ I I ~ -' ~ -+-+-,>--+--+--+::::::;_ __I ........... ,--+, --' ~ ' ,.i:-;~,-.+--i ~ ~!~~ ,--+,r'··• i---+ .J-j__ y-1 ~ ~ ~ . t . 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' ' ,._ > + :z'---' -+--+--+-L-O _.-:::::::::[ , GRADE < . < ~ >-u,._ ..J '"'"'"' ~~ . . t--+--+--+-+-+-+--+ ,_ ~ -• r, .,-.--,_ ,, ~ ~-+wz coo.. 1 -l ,, t:-.,_i~ tn~J---<t---t.nl.l.il"') 8 f n, , -l • , , , , , , "' , ,a!!,~ -:zre , , , , "'"'"' CONST. 79.45 LF. -12· HDPE , ·~ "'" El---+----+--+'-11 ■-+-+-+ ~<c:l,..a.,1-,,1....-1--1--1---1--+-,/~-s! //-\NI f f ~: f I --+--+-+-+-'1--ll--f-+-+-+--+--+---,'a,-+-+--1--11--f-+-+-+--+--+-+-+-;,J"° ' 0·--~:-+-+-+-_-+-_--+--+----l-1--f--+-+--+--+----+--+----ll--l--+-+-+--+--+---+--=-:-1a..,-~-c.,,--+-+-+---+----+--+----ll--l--+-+-+--+--+----+--+----ll--+-+-+-+--l,--+--J..;=l"-'.',=~'7.---'-'s~---+----+--+----I-I--+-+-+--'; < ~ 1 1 r-i......, _ _,,,,,,. /_ 1 1 v\' , , _ 1 / 1 1 1 1 1 1 1 1 tS=--;:r---a::::!z 1 1 1 1 1 cc.,.: ~~~ 1 1 1 1 1 1 1 1 1 1 1 1 1 Q100=4!40 CFS, Vmax=6.0 rps 1 1 t """ 1 -+-'=-i-=i-~ =,1,=t ~ "F-f-C-.,r/ +I.LI~ ~a:----&--triifi~ (ll£Clff') -'1--+--Fc+c:::+--+---' --+---1=-lf=I--+-+-+--+-·=+=+---+-. /.., -0 r-1 • 'EXISTING r .. ·· ,.,9::0 ..... zN • • -+--+--+--+-+--+ CONST. 300.00 LE -1a· HDPE 1 ·· • a:, ca ..... D..c,, -cca....s --s--------------;rriia.'c."""7-='rr-----se.'-i-----s--------~ r:,. ~ • 1------.7o ,-..,1--, GRADE ~ --; < cN i-a w,-...: • Q.1.00=:..4.MLCFS,-V,max,=8.6 EeS ,--+-+---+ I • 0 I.LI>" "Ill" ::> • ' • t ,. i-,; :zr--. U, CCII") ' ., di.LI:,; co ::> t-40.. N z OJ • ----V>Cil'1') + a.;;; + ~;;; 6 ct';;; '--6 -~ -~ , --;1 t . L-!::::l=±__±___±___±__±__± __ _JC;.(lO~NST~.t300!99J.OOl!lJL4F,,:::'=_JJ18~",J:H![l!DP~E=-._ _ _±___±:=l=::±_± ____ _j· ~~!xi_ia:sl -;;;~ ': fii -;::: • t t Q100=4.40 CFS, Vmox=7.4 FPS ,< Cid ~ i~ '--j5 ff!~;-~~~ !'I( cJ;::::-+-,+-+ . _t;~r-Cll[iJl"l tnCDI"') liJL.J~,__ ,+-+ . r-. t--+-+-+ _!_ r-Tt-~C~ONST~c:· 6"=.1~6~La'-F:,.,. =--:!c;24:;,",,;,H,e;DPE~ Q100=19.7 CFS, Vmox=7.2 FPS ,-..,I--, CONST. 346.58 LF. -18" HOPE QfOO-~.~ CFS, Vn ox•2:S FPS -. . -■--,'1--1--+-8~8,+'.--+--+--+_--+_-+_--t-___________________________ -+--+--+--+--+--+--+--+--+--+-...t-...t-...t-...t-...t-...t-...t--1'----1'----1----1-----1----1----1----1----1----1----1-----•----------------------------1---+--+--+--+--+--+--+--+-+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+---e1':,½€;c€l-----:-1, . . I--+,__,, LINE•" F.!!, · · i:-(SEE ?'SHEET 15 &-16) -+--+-l-l--+-+--+--+---+---+--+--+--<-l-l--+-+--+--+---+---+--+-+-+-lr-,__+-+--+---+---+--+--+--+---1-1--+-+--+--+---+---+--+--+--+-l-l--+-+--+--+---+---+--+--+--+-lr-,__+-+-. • . Ttttllll -- -- -- -- -- -- -- -- -- -- -- -•CONTRACTOR TO VERIFY LOCATION AND INVERT ! ! , i PROFILE SCALE: ElfVATIONS OF EXISTING UTILITIES AND DRAINAGE 1--+-,, -+--+---l-t--+-+-+--+--+--r,, --+--+-----t----1111--1--+-+-+--+--1,1--+-+-+--+--+----+--+-----t-----tl--l--+-+-+--+--+---+-+-----t---11--+-+-+-+--+--+---+--+--+-+ SYSTEMS AND NOTIFY ENGINEER OF Norr : : : i HORIZ. -1" "' 40' i VERT. -1" = 4/ . DISCREPANCIES PRIOR TO Norr CONSTRUCTION. ! , , , , i : i j . . . • I I I ■ I I ' •-. . 10+00 . 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 1 1 1 ~ 1 !~.,+---,,; '.~f +---t-f f _ft---t-+-t-t-+-+: __ , ,+-+-, -+---t-f f __ f +-+-f-W-+-+: --+-+-+--+--t' ,_, -+-+-f ~ l~ 0 ~ i a-ool--+--+--+-~-+--1: _, -+-+' 1-+--tf f_f -+-+f m-+--1: _f -+--+--+--I-'-+-+' m-+--1: _f -+-+f f-+--tf f_f -+-+f ~I -+--tli--+-+-+-' ,-+--t, J_f +-+-f m-+--1: _f +-+-f f-+--+--+-+-+-m-+--+: _, +-+-f f-+--tf f __ f +-+-f -+--+:--+-+-+-_3_9. ~/ : EXISTING SURFACE r • , • , ' ) 1-t--t ii A--'1-t-t 11;~ ... ~,, -+--+--+--+---+--+--+--+---+--+--+--+--+--+---11---+---11--t----lJ---<.---+ oa.. . ,--./"17--1 /_' ' EXISJ =-Cl 11 .,/iffl ,= -PROPOSED EXISTING GRADE 372.12 T.G. . ' 11/ -:a::q,--, ~,---1,-....,, 1--+-+-+--+---+---+--+-' PROPOSED /-'-1 ~ ffi~ i1 Q 9 . . SIJRl'.'!r:1-J '/ • • ~ST r, ~,--, -+--+--+--+--+--o ~ GRAD J 1~ ,+-+:~~~~~~ i---t-~ --EXISTING ' +---+,__, --~ • • 379. 73 TG GRADE , 380 08 EXISTING • 379. 75 TG I A I I •, Q g' . Q o n,~=~:•=;.~•-++--1111/.-11--+' -l--+''-++-+-11--+-+-+-+--+-+-l·----1'=_>-;;+-+· _-;-!-, -lf~./.+--+ __ i.G+: -1·1-+' -+-+-+--+-++-+-1'1-+' _su~!-,FA-+c ,-..1-\ ~--==..--:+-1111-/ +-1--+-++-+--1-+-+-+-+--+-++-+-'I I I I I I Q o n' • . :--1,--,1--+-u~ ~t.,1--+-+-+--+--+----+,-,-El:\ • \· . , • EXIST • ' ' ' ' ' l: ~Fr i:r ~1+--i,-,i:l't::Tt1r-' ' ' ' ' ' : i ' ' ' ' ' ' ' ' ' ' ' ---' ' ' ' ' ' ' --INYI.OPLAST uv·•v•cfl-,-+--+-____ ' +-+--+---+---+--+--+-+-Ir-I--+-+--+--+---+---+--+-+--<--+ I __J H ' -+--+---+---+--+-+-+-I-I--+-+--+--+---+--~ tt--~• ,--+-'+--+--+---+---+--+-+-+-I'>--' ' /1CATCH BASIN,--:+-+-+--+-- -'-t---t-'-+-Q, Q0n . . ,-i:JU'v• · ' = ! . . ! . ->-->--! I i -\-, 12" SD -_, ~9~ . -REMO\IE EXIST HEADWALL ,.-; t'. ~I AND PARTIAL SD PIPE ',I; . . . ----J ( '--COOCRETE __,.--..,-,J / , COUAR v-. r ~ . . -. ,---' ~ i:z.;=0.7176-R\ ~ ,ii: ~ -Ii 0 ~-: __ f°' d co \--=I '1t i': "'-C \ ~ ~~ __J GSR-PE _ -1J___,._:::::,-WAll PLAN f:=t =--+ \TYP.) 100-YEAR~ H.G.L r--I ' ' PROPOSED -EXIST ~ • . - -. ~ . . - -- -.. GRADE ;r 12 so r--1 - -, - -t--' - -.. - -• NYLORLAST+-.. ----+---+--+--+-+--+ 1" - -I +--+--+--+---+---+--+-+-+-I t -GSR nrn1 PROPllSED VCA TCH BASIN REMO\IE EXIST HEADWAll 1 / • • wALf~"l'PE"'<~-__, -+--+--+--+--+--+-· WALL PLAN. : t-~RF CE t\ _J,__ ·+--+-+-+-+-+ ->--->--EXISTING--'l ~ ..-.-• : .~~ •• t 379.91 TG PROPOSED -(TYP.) • PROPOSED J •--• LATERAL ll-10-'-.,, SURFACE \ Fi ''""=~~!al/; . . -+--+--+--+--+--+-GRADE-+-'\' ,.,,5• Nl'l.oeLASJ I---<---+ -+---+--+-+-1--+--1 t______l___, .J " NYI.OPLAST / DOMED INLIT i---+-+-+--+--+ lOO-YR,:--,1 / ~ -' CON~ :,.......,1--t, ~ CATCH BASIN ::=:=:--I-I--+--< +--100-~AR' H I t ~ / h -+--+--+---1---11--+-+-+-_-+-_--+--+: ~ . -GSR~PER ~~-LYEA~ ~ + t 0lG.L ~ '-+. ~:r ~~B"~/4~ /r r-X WALL RLANS 18• HDPE , ~-,a· HOPE ~ s:. 369,98 1Nv"'\ / 1-!l! ~r. ill _,__ ,+-+---+ PROPOSED SURFACE \ fJ;---~--_J-I I I I !3 ... .,_ I I L -g__, I ; W,),.:o, I 91"':1.n,~SDIHdNE-B" .7..:. . . '-. . . ... Sil.UN~ B\-_ qt,.c..'1-h-',l-+-'+'---l----l---+-l--l--ll--l--l-l-'+-'+-'+-'+'-'l':--+l-ll--ll-~,._+,>+'-+'--+'--+'--+--+---ll--t--l--+--+-+-+-+'-01:l!~ •• -!..~I I I Q~•"v-11-______ _ ----w uiju u-(TU' 368.26 INV.\~ 'JI' ~' ' , / ' ' ~ ,.; ' ' ' ~ c!;"'z ' + · c!;'"' u-(, • :/--CfT'g-H°';i'f~ i,, ~ .... : ;..,. kl!. • • / <>l ~ r--,:!l~;;; I--+-+-+--+--+---+-+-+ "' :t;-~i':'j. ~j:;;--1-~;~ :;,~~ • " ,-, ~ t l·a..··>;;;·-"'.a.-o_ '"""'" ,-.z_ • ~ ><-c:: j -, I . • I ~ • • , .., "'""' r-"'"'·· Q100=0.JO CFS v., -,-.. I!? ..-a:::l$ i:!;iS~ "'"!: B: Vmax=7.3 FPS I-~ L____ g ... :,,; ~ !i11': ~ ... ,.----1 "' "' ! ~~ c.-CONST, 10.35 LF. H.G.IL>--4 12" HDPr+--, f:>~ SDUNE~ 100-·YEAR '-"YI.CPI.AST c!;!l:;;; fc "'"' -1+!!e;;; "lz:~ ~ 12!._HIJPE H.G.L '< T-MANHOIE :l~:::i I 7~:;l .....L.. Q100=0,70 CFS r--+-+-+--+--+--+-+-+-~~~ LA 'II-!..B-11" '~ , t;"'IIL:Ql00=0.20 CFS ~~~ _ Vmox=B.1 FPS ~ .-i~~;'.'77~ ~ . ( SEE S IEET 15) ,_ ,_ 372.00 INV: -r--+ .,..:z---<1--+-+-+--+---+---+--+--+ 12" HOPE ·-,~+-+--+---+---+---+---+-+-+-• • 12-HOPE ,~ ,+-+-+--+--+-I I I I 18" HOPE~ SD LINE B"' 311.15 IN\/, \ L..J ~ co~-~ > r-: +"';;; g ~~:EBi~ .-:.,,-,,; 1m co~;;;~•;,~:3 ~~. T--l CONST, 2· 40HD. ,P8E LF.t '. I . CONST. 37 .23 LF. • ' -, ' ' ' : !:! a.e,;;;_-+---+--+--+--+-1r-+-'CONTRACTOR TO \IERIFY LOCATION AND INVERT · 0 TTAT "B-4 "-:t LAT "B-5 "ct I:-r A T "B -7 ",--.+-+-+--+--+-~~~------, ELEVATIONS OF EXISTING UTILITIES AND DRAINAGE i5 a5.1i J..il\. ( LJn ) SYSTEMS AND NOTIFY ENGINEER OF N('( -10+00 ~ > I 0~ +I.Liz -o..~ ,~~~--+----+--+----ll--l--+-+--~ .. 1--fl--+-f -'lf~§j!~ ; ~ 'c_.L~"'~.a;.+· ....,"'j ~•-=-+-~~a£\; •, (SEE-SHEET ,16) , : : , ,(SFJ!E, SHEET, 16), ' , , ~EJE, ~H;E~T 16,--+ ;-----------1 DISCREPANCIESPRIORTON>rrCONSTRUCTlON. ~~:-.~~;· : --,~u---+-+-,>-' 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 ' --' ; .~ I I ~ ~&j-+--+---+---+--+--+--+-1-1--+-+--,d w • LLJI"') en ,.., ~ft:~ I • H~ Li.1::>-t ll'-e,;;; •- -• -~ CONST. 11.96 LF. +--+-+-+--+--+---z~ 1--1--+-+-+--+-!~~r;; -• oo..C"<J •-I z~ Q100=0.60 CFS 'i5 ffi~ Vmox=8.3 FPS ,--..,, "'"' Jc..;. <.uiui Bi i':'jj:;; t; :ljj:;; •- -• ""'·I rl'IN< a :u; , Q100=0;90 CFS +--,-.12 HOPE Vmox=17 .3 FPS ,-..,1--t, CONST. 38.13 LP. 12"-HDPE CONST. M.96 LF.-r-e--------1 12" HOPE \ 1 . . -CONST. 35.42 LF. ~ * * ' • i i --Q100=0.80cCFS 12-HOPE Vmox=l 1.4 FPS 1~ HDPE ,_Jl1 oo .. o.60 c~ Vmox~l 4.6 FPS . . • ' = = ' i . • ' ' 11+00 +-+-"1-t--+--t • • DAT-"B-9" , (SE~-SHEE'f ,r9 ), 10+00 ' ' 10+00 11+00 PROFILE SCALE: HORIZ. -1" = 40' VERT. -1" = 4.' mo Thienes Engineering, Inc. 1[J CML ENGINEERING • lAND st/fMY/NG 14349 FIRESTONE B0Ul£VMD LA -CAllRJRNfA 906.IIJ PH.(714)521-41111 FAX{714}521-417J Prepared Under The Supervision Of : C~~G~ { REINHARD STENiEL _Qate :os/02/22 RCE NO. 56155 t----+---+---------------+---+----+---+-----t ~ CIININE~!NG ~~~~~~AD ~ 1----+-----+-----------------+---1------+----+------+ GRADING PLANS FOR: l----+-----+-----------------+---1------+----+------I DAlE INITIAL OAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RACEWAY INDUSTRIAL CARLSBAD, CAIJFORNIA GR 2021 _0045 STORM DRAIN PROFILE APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DAlE I RVWD BY: ---1 PROJECT NO. DRAWING NO. ~C~H~K~D~B~Y~=-===.t~_M_S_2_0_21_-_0_0_0_3_~ 534-9A DETAIL "A"SECTION "A-A"SEE DETAIL "A"PLANCMP INLET TYPE 1 DETAIL I 'A I , I I I I I I I / 3 I STA. 10+23.29 ~;~tJl/~9. STA. 10+21.48 END PIPE /373.79 INV. 13 STA. 10+19.6 / BEGIN PIPE / 373. 79 INV. 3 STA. 10+17.92 / ~~~l/~9 STA. 10+16. END PIPE 360.80 INV. I STA. f +07.34 FLOW ABOVE 1.5' DEEP 9,021 SQ. FT 4 3:1 lS 1.0' DEEP 8,019 SQ. FT TOP OF MULCH ElEV.=373.53 6,127 SQ. 1:1~ BOTTOM OF SOIL MEDIA ELEV.=371.78 5,092 SQ, FT. 1'-' BOTTOM OF ROCK ElEV.=370.44 4,345 SQ. FT. i CLEAN OJT \\llH SOLID OCKABLE CAP T'l'P AGGREGATE STORAGE 6" PERFORATED SUBDRAINS 370.69 INV. STA. 11+ 4.60 ~7l18 l~V. I I 39 ~ 40 40 I I I STA. 10+87.36 3'!1'.09 INV. I /;:,-111----, I ,_ I I 12" MIN FREEBOARD WSE BMP 374.53 ELEV 1.... __ _ I L 38 I -DISCHARGE TO HYDROMOO. 2]3:1 3" MULCH 4" FILTER COURSE 12" STORM DRAIN TO HYDROMOD. STORAGE SECTION "A-A" N.T.S. BIOFIL TRATION DETAIL NOTES 0 PlANTING PER LANDSCAPING PIANS. @ 30 MIL P.V.C. LINER. ALL JOINTS TO BE SEALED WITH 12" MINIMUM OVERLAY. S£N.. ALL PENETRATIONS @ 6" SLOTTED P.V.C. SUBDRAIN (ASIM D-3034), 3" MIN. FROM BOTTOM. 5' O.C. © INSTALL WEll AGED SHREDDED HARDWOOD MULCH THAT HAS BEEN STOCKPILED OR STORED FOR AT LEAST 12 MONlHS. MULCH MUST BE NON-FLOATING, 3" lHICK IAYER @ FILTER COURSE TO BE 4" CLEAN AND WASHED SAND (ASIM NO. 33) OR 4" IAYER OF ASIM NO. 8 STONE. © SOIL MEDIA BSM SPECIFICATION PER APPENDIX F.3 OF "CITY OF CARLSBAD BMP INIFLTRATION = 5 IN/HR DESIGN MANUAi." REVISED SEPTEMBER 1, 2021. BSM SHALL CONFORM TO 601 TO 801 VOWME SAND REQUIREMENTS LISTED IN SECllONS 803-3, 803-4, AND 803-5. UP TO 201 VOLUME TOPSOIL COKIRACTOR Will NEED TO SUPPLY TEST RESULTS TO CITY AND/OR UP TO 201 VOLUME COMPOST CONTACT CML ENGINEER WITH ANY QUESTIONS. 0 AGGREGATE STORAGE IAYER ASIM NO. 57 Roa<, 12" MINIMUM. @ 12" PONDING (ADDITIONAL 6' FREEBOARD) J.·7 @ OVERFLOW/CLEANOl/T /DISCHARGE PIPE BOT OF MULCH TOP OF MEDIA 365.00 INV I ! -A.. ©i I i /1 I I I I J I I , I STA. 10+99.31 B.C. 5.83 INV. I I I 41' 43 1 I I j ...!_-I I --t r--I I I I I I I , 376.JO MAX. SURFACE 375.11 MIN. SURFACE ELEV.=368.00 ELEV.=356.00 (1) 1-1/4' DIA. HOLE 3" OR 4" AC OVER 4 OR 5 BASE SECONDARY OUllET 367.00 WEIR ~ ElEV.=368.00 -10' HIGH URBAN POND 52 30" OUllET TO LINE 'A' ELEV.=356.00 (1) 1-1/+" DIA. HOLE 12" MIN FREEBOARD 3:1 DISCHARGE TO HYDROMOD. SEE DETAIL HEREON 1:1 [1;· ~ 4' ALTER COURSE -I----1 ---,---12" MIN FREEBOARO 1.5' DEEP (MAX) 12,844 SQ. FT WSE BMP 371.83 ELEV 1.0' DEEP 11,945 SQ, FT LI 3:1 3' MULCH '\., CLEAN OUT 'MlH SOLID KABLE CAP T'l'P BOTTOM OF SOIL MEDIA ElEV.=369.08 9,254 SQ, FT. ~4j!:.d~j<:i~fl6~4'~~~~ '§l! BOTTOM OF ROCK ElEV.=367.74 8,498 SQ, FT AGGREGATE STORAGE 24" STORM DRAIN TO HYDROMOD. STORAGE SECTION "B-B" N.T.S. • Q!QJ 13.1 13.2 13.3 13.4 13.5 31 32 33 34 35 37 36 39 40 41 42 43 44 63 64 65 1/4 RODDED END WG 3/4" X 1 1/2' PUNCH 1 ' HOLE IN PIPE TO RECEIVE LUG 1/4 STORM DRAIN DATA DELTA/BEARING RADIUS LENGlH REMARKS N 36"32'37' W -9.62' 12" HDPE N 40'30'47" W -3.52' 3• PVC N 40'30'47' W -3.52' 3' PVC N 23"36'02' W -10.50' 12" HDPE N 66"21 '56" E -11.30' 8" HOPE N 29"08'17" E -9.38' 36" HDPE 4 • 45'37'43" 22.50 17.92' 36" HDPE N 7.f46'00" E -26.91' 36" HDPE 4 = 23"41'23" 22.50 9.30' 36" HDPE S 81'32'37" E -107.91' 36" HDPE N 81'32'37" W -45.51' 18' HOPE 4 = 90'00'00" 22.50 35.34' 18' HOPE N 08'27'23' E -27.25' 18" HOPE 4 = 10'00'00" 22.50 31.42' 18' HOPE S 71'32'37' E -81.28' 18' HOPE S 81'32'37' E -99.31' 24' HDPE fl = 22'30'00' 22.50 8.84' 24' HDPE N 53"27'23" E -24.73' 24' HDPE N 15"14'00" W -9.63' 12" HOPE N 60'14'00" W -2.96' 8" HOPE N 29"46'00" E -+.00' 8" HOPE 1/4' CLEAR nCL 3• X 1 /2" BARS L 3' X 2 1/2' X 3/8' 1 4 i STORM DRAIN CONSTRUCTION NO I ES: @) CONSTRUCT 18" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 24" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 30' HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 42' HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 60' HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT HDPE PREFABRICATED FITTING, SIZE & lYPE PER PLAN. @ CONSTRUCT MONOLITHIC CONNECTION PER CITY OF CARLSBAD DS-9. @ CONSTRUCT PIPE COUIAR PER SORSD, DRAWING NO. 0-62. @ CONSTRUCT STORM DRAIN ClfANOUT PER SDRSD D-09, lYPE PER PLAN. @ PROPOSED PERFORATED SUBORAIN AT WALL. @ CONSTRUCT CATCH BASIN -lYPE F PER SDRSD, DRAWING NO. D-07. @ CONSTRUCT SUMP PUMP. SEE SHEET 28 FOR DETAILS. @ CONSTf!UCT BIOCl.fAN URBAN POND MODULES, 10' HIGH. INVERT ELEVATION = 358.00, MIN. VOL.=71,769 C.F., SEE SHEETS 21-26. @ CONSTRUCT 36' HOPE N-12 PIPE WITH WATERTIGHT JOINTS. ® CONSTRUCT 18' NYLOPLAST CATCH BASIN WITH DOMED GRATE. SEE SHEET 26 FOR DETAIL. @ CONSTRUCT CATCH BASIN lYPE G PER SDRSD DRAWING NO. D-08. @ CONSTRUCT 12'X12" CATCH BASIN PER DETAIL ON SHEET 15. ® CONSTRUCT CURB INLET lYPE C-2 PER SDRSD DRAWING NO. D-03A. @ CONSTRUCT CURB INLET PER SORSD DRAWING NO. 0-02, lYPE PER PLAN. @ PROPOSED CATCH BASIN STENCIL DETAIL, SEE SHEET 15. @ INSTAll BIOCLEAN MODULAR WETLAND. SEE SHEET 27 FOR DETAILS. @) CONSTRUCT 8" HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 10' HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ CONSTRUCT 12' HDPE N-12 PIPE WITH WATERTIGHT JOINTS. @ PERMANENT BMP SIGNAGE, SEE SHEET 21 FOR DETAIL @ CONSTRUCT HEADWALL PER SDRSD, DRAWING NO. D-34. MODIFICATIONS ON SHEET 22. @ CONSTRUCT CMP RISER TYPE 1, SEE SHEET 20 FOR DETAILS. @ CONSTRUCT 60' MANIFOLD. @ CONSTRUCT MODIFIED lYPE M CLEANOUT PER DETAIL ON SHEET 23. @ INSTAll 24" NYLOPLAST MANHOLE. SEE SHEET 24 FOR DETAIL. @ INSTAll BIO CLEAN CURB INLET FILTER, SEE SHEET 21 FOR DETAIL @ INSTALL BIO CLEAN GRATE INLET FILTER, SEE SHEET 22 FOR DETAIL. @ CONSTRUCT BIOFILTRATION BASIN WITH BSM MIX, SEE SHEET 20 FOR BIOFILTRATION DETAILS & SHEET 27 FOR BSM MIX SPECIFICATIONS. @) ~A/JtrR/e CLEAN CONNECTOR PIPE SCREEN, SEE SHEET 23 @ INSTAll BIO CLEAN OVERT, SEE SHEET 25 FOR DETAIL. @ CONSTRUCT RIPRAP, SEE SHEET 22 FOR DETAIL @ CONSTRUCT 3" PVC SCHEDULE 80 PER PUMP DETAIL ON SHEET 28. @ CONSTRUCT 21'X21" GABION PER DETAIL ON SHEET 22. 72" C.M.P. / ' 'o..,(p'~ ~,-~ ( \ ../ 72• C.M.P. 1 4 __:J 3e Ml¼ P.V.C. LINER. ALL JOINTS TO BE SEALED WITH 12' MINIMUM OVERLAY. SEAi/ALL PENETRATIONS NOTE~: '.'\I :,.i ~LACE GRATE BARS PARAULEL TO FLOW 2. GRATE AND FRAME SHAl.l BE GALVANIZED • :z a, ,. 1-r 6' PERFORATED SUBDRAIN ------------'66' N.T.S. \:51 mo Thienes Engineering, Inc. 1[J CML ENGINEERING • lAND SIIRllE'tlNG 14349 F1R£STONE BOUL£VARD LA-CALJFrJRNIA!J06JB PH.(714)521-4811 FA/1(714)521-417.J fsHml CITY OF CARLSBAD ~ 1----+----+----------------+---+----+----t------t ~ ENGINEERING DEPARTMENT l__::_J ;::G==RAD==::::::IN::::G'.,.::::P==LANS===::::=FO::::::::R=: =========~=== BOT OF MED 1 71 P OF ALTER COURSE BOT OF FILTER COURS P OF ROCK Prepared Under The Supervision Of : RACEWAY INDUSTRIAL CARLSBAD, CAIJFORNIA BOT OF ROCK er * R.c.E. NO. Exp. 12-31 BIOFIL TRATl<:r~ BASIN (TYP.)@ C/V I ate :os/02/22 RCE NO. 56155 DA TIE INITIAL ENGINEER OF WORK REVISION DESCRIPTION GR 2021-0045 STORM DRAIN DETAIL APPROVED: ENGINEERING MANAGER DATIE INITIAL DATE INITIAL I RVWD BY: 1-0-lH-ER-AP~P-RO_V_Al.--t-C-ITY-A~PP_R_O_VAl.----1 CHKD BY: JASON S. GELDERT RCE 63912 EXP. 9/30/22 DATIE PROJECT NO. DRAWING NO. 534-9A MS 2021-0003 Lall Updal-=1/28/22 O:\J10D--31181\311l\31111P-2111BD ~Ldiltl APPENDIXD FLOOD ROUTING CALCULATIONS RATIONAL METHOD HYDROGRAPH PROGRAM COPYRIGHT 1992, 2001 RICK ENGINEERING COMPANY RUN DATE 4/28/22 HYDROGRAPH FILE NAME Textl TIME OF CONCENTRATION 8 MIN. 6 HOUR RAINFALL 3 INCHES BASIN AREA 18.18 ACRES RUNOFF COEFFICIENT 0.87 PEAK DISCHARGE 78.6 CFS TIME (MIN) -0 DISCHARGE (CFS) = 0 TIME (MIN) = 8 DISCHARGE (CFS) 0 TIME (MIN) -16 DISCHARGE (CFS) = 2.8 TIME (MIN) = 24 DISCHARGE (CFS) 2.9 TIME (MIN) .. 32 DISCHARGE (CFS) -3 TIME (MIN) = 40 DISCHARGE (CFS) 3.1 TIME (MIN) -48 DISCHARGE (CFS) 3.2 TIME (MIN) 56 DISCHARGE (CFS) .. 3.3 TIME (MIN) -64 DISCHARGE (CFS) 3.5 TIME (MIN) 72 DISCHARGE (CFS) 3.6 TIME (MIN) 80 DISCHARGE (CF'S) 3.8 TIME (MIN) 88 DISCHARGE (CFS) 4 TIME (MIN) 96 DISCHARGE (CFS) 4 .2 TIME (MIN) 104 DISCHARGE (CFS) 4.4 TIME (MIN) 112 DISCHARGE (CFS) 4.7 TIME (MIN) 120 DISCHARGE (CFS) = 5 TIME (MIN) • 128 DISCHARGE (CFS) 5.4 TIME (MIN) 136 DISCHARGE (CFS) • 5.8 TIME (MIN) 144 DISCHARGE (CFS) 6.4 TIME (MIN) -152 DISCHARGE (CFS) ~ 7.2 TIME (MIN) 160 DISCHARGE (CFS) .. 8.2 TIME (MIN) = 168 DISCHARGE (CFS) = 9.8 TIME (MIN) .. 176 DISCHARGE (CFS) = 12.5 TIME (MIN) = 184 DISCHARGE (CFS) -18.3 TIME (MIN) = 192 DISCHARGE (CFS) 78.6 TIME (MIN) 200 DISCHARGE (CFS) 39.5 TIME (MIN) = 208 DISCHARGE (CFS) 14.7 TIME (MIN) = 216 DISCHARGE (CFS) 10.9 TIME (MIN) 224 DISCHARGE (CFS) 8.9 TIME (MIN) = 232 DISCHARGE (CFS) 7.7 TIME (MIN) = 240 DISCHARGE (CFS) .. 6.8 TIME (MIN) = 248 DISCHARGE (CFS) 6.1 TIME (MIN) = 256 DISCHARGE (CFS) 5.6 TIME (MIN) = 264 DISCHARGE (CFS) .. 5.2 TIME (MIN) -272 DISCHARGE (CFS) -4.8 TIME (MIN) = 280 DISCHARGE (CFS) = 4.5 TIME (MIN) 288 DISCHARGE (CFS) 4.3 TIME (MIN) 296 DISCHARGE (CFS) .. 4.1 TIME (MIN) 304 DISCHARGE (CFS) = 3.9 TIME (MIN) 312 DISCHARGE (CFS) 3.7 TIME (MIN) = 320 DISCHARGE (CFS) -3.5 TIME (MIN) 328 DISCHARGE (CFS) 3.4 TIME (MIN) 336 DISCHARGE (CFS) 3.3 TIME (MIN) • 344 DISCHARGE (CFS) 3.2 TIME (MIN) = 352 DISCHARGE (CFS) 3.1 TIME (MIN) = 360 DISCHARGE (CFS) 3 TIME (MIN) = 368 DISCHARGE (CFS) 0 TIME (MIN) = 376 DISCHARGE (CFS) .. 0 TIME (MIN) = 384 DISCHARGE (CFS) .. 0 TIME (MIN) = 392 DISCHARGE (CFS) 0 TIME (MIN) ,. 400 DISCHARGE (CFS) 0 TIME (MIN) = 408 DISCHARGE (CFS) -0 TIME (MIN) = 416 DISCHARGE (CFS) 0 TIME (MIN) = 424 DISCHARGE (CFS) 0 TIME (MIN) = 432 DISCHARGE (CFS) = 0 TIME (MIN) = 440 DISCHARGE (CFS) 0 Lionshead -Carlsbad Rating Curve for Underground Storage Vault Weir Orifice Orifice Elevation Stage Area Storage Discharge Discharge Discharge (ft) (ft) (ac) (ac,ft) (cfs) (cfs) (cfs) 358.00 0.00 0.181900 0.000000 0.000000 0.000000 0.000000 358.10 0.10 0.181900 0.016524 0.000000 0.013408 0.013408 358.20 0.20 0.181900 0.033047 0.000000 0.018962 0.018962 358.30 0.30 0.181900 0.049571 0.000000 0.023224 0.023224 358.40 0.40 0.181900 0.066094 0.000000 0.026816 0.026816 358.50 0.50 0.181900 0.082618 0.000000 0.029982 0.029982 358.60 0.60 0.181900 0.099141 0.000000 0.032843 0.032843 358.70 0.70 0.181900 0.115665 0.000000 0.035475 0.035475 358.80 0.80 0.181900 0.132189 0.000000 0.037924 0.037924 358.90 0.90 0.181900 0.148712 0.000000 0.040225 0.040225 359.00 1.00 0.181900 0.165236 0.000000 0.042401 0.042401 359.10 1.10 0.181900 0.181759 0.000000 0.044470 0.044470 359.20 1.20 0.181900 0.198283 0.000000 0.046448 0.046448 359.30 1.30 0.181900 0.214806 0.000000 0.048344 0.048344 359.40 1.40 0.181900 0.231330 0.000000 0.050169 0.050169 359.50 1.50 0.181900 0.247854 0.000000 0.051930 0.051930 359.60 1.60 0.181900 0.264377 0.000000 0.053633 0.053633 359.70 1.70 0.181900 0.280901 0.000000 0.055284 0.055284 359.80 1.80 0.181900 0.297424 0.000000 0.056887 0.056887 359.90 1.90 0.181900 0.313948 0.000000 0.058446 0.058446 360.00 2.00 0.181900 0.330471 0.000000 0.059964 0.059964 360.10 2.10 0.181900 0.346995 0.000000 0.061445 0.061445 360.20 2.20 0.181900 0.363519 0.000000 0.062891 0.062891 360.30 2.30 0.181900 0.380042 0.000000 0.064304 0.064304 360.40 2.40 0.181900 0.396566 0.000000 0.065687 0.065687 360.50 2.50 0.181900 0.413089 0.000000 0.067042 0.067042 360.60 2.60 0.181900 0.429613 0.000000 0.068370 0.068370 360.70 2.70 0.181900 0.446136 0.000000 0.069672 0.06%72 360.80 2.80 0.181900 0.462660 0.000000 0.070950 0.070950 360.90 2.90 0.181900 0.479184 0.000000 0.072206 0.072206 361.00 3.00 0.181900 0.495707 0.000000 0.073441 0.073441 361.10 3.10 0.181900 0.512231 0.000000 0.074655 0.074655 361.20 3.20 0.181900 0.528754 0.000000 0.075849 0.075849 361.30 3.30 0.181900 0.545278 0.000000 0.077025 0.077025 361.40 3.40 0.181900 0.561801 0.000000 0.078184 0.078184 361.50 3.50 0.181900 0.578325 0.000000 0.079325 0.079325 361.60 3.60 0.181900 0.594848 0.000000 0.080450 0.080450 361.70 3.70 0.181900 0.611372 0.000000 0.081560 0.081560 361.80 3.80 0.181900 0.627896 0.000000 0.082655 0.082655 361.90 3.90 0.181900 0.644419 0.000000 0.083735 0.083735 362.00 4.00 0.181900 0.660943 0.000000 0.084802 0.084802 362.10 4.10 0.181900 0.677466 0.000000 0.085856 0.085856 362.20 4.20 0.181900 0.693990 0.000000 0.086896 0.086896 362.30 4.30 0.181900 0.710513 0.000000 0.087925 0.087925 362.40 4.40 0.181900 0.727037 0.000000 0.088941 0.088941 362.50 4.50 0.181900 0.743561 0.000000 0.089946 0.089946 362.60 4.60 0.181900 0.760084 0.000000 0.090940 0.090940 362.70 4.70 0.181900 0.776608 0.000000 0.091923 0.091923 362.80 4.80 0.181900 0.793131 0.000000 0.0928% 0.092896 362.90 4.90 0.181900 0.809655 0.000000 0.093859 0.093859 363.00 5.00 0.181900 0.826178 0.000000 0.094812 0.094812 363.10 5.10 0.181900 0.842702 0.000000 0.095755 0.095755 363.20 5.20 0.181900 0.859226 0.000000 0.096689 0.096689 363.30 5.30 0.181900 0.875749 0.000000 0.097615 0.097615 363.40 5.40 0.181900 0.892273 0.000000 0.098531 0.098531 363.50 5.50 0.181900 0.9087% 0.000000 0.099439 0.099439 Lionshead -Carlsbad Rating Curve for Underground Storage Vault Weir Orifice Elevation Stage Area Storage Discharge Discharge (fl) (ft) (ac) (ac-ft) (cfs) (cfs) 363.60 5.60 0.181900 0.925320 0.000000 0.100339 363.70 5.70 0.181900 0.941843 0.000000 0.101231 363.80 5.80 0.181900 0.958367 0.000000 0.102115 363.90 5.90 0.181900 0.974891 0.000000 0.102992 364.00 6.00 0.181900 0.991414 0.000000 0.103861 364.10 6.10 0.181900 1.007938 0.000000 0.104723 364.20 6.20 0.181900 1.024461 0.000000 0.105578 364.30 6.30 0.181900 1.040985 0.000000 0.106426 364.40 6.40 0.181900 1.057508 0.000000 0.107267 364.50 6.50 0.181900 1.074032 0.000000 0.108102 364.60 6.60 0.181900 1.090556 0.000000 0.108930 364.70 6.70 0.181900 1.107079 0.000000 0.109752 364.80 6.80 0.181900 1.123603 0.000000 0.110569 364.90 6.90 0.181900 1.140126 0.000000 0.111379 365.00 7.00 0.181900 1.156650 0.000000 0.112183 365.10 7.10 0.181900 1.173173 0.000000 0.112981 365.20 7.20 0.181900 1.189697 0.000000 0.113774 365.30 7.30 0.181900 1.206221 0.000000 0.114561 365.40 7.40 0.181900 1.222744 0.000000 0.115343 365.50 7.50 0.181900 1.239268 0.000000 0.116120 365.60 7.60 0.181900 1.255791 0.000000 0.116892 365.70 7.70 0.181900 1.272315 0.000000 0.117658 365.80 7.80 0.181900 1.288838 0.000000 0.118420 365.90 7.90 0.181900 1.305362 0.000000 0.119177 366.00 8.00 0.181900 1.321886 0.000000 0.119928 366.10 8.10 0.181900 1.338409 0.000000 0.120676 366.20 8.20 0.181900 1.354933 0.000000 0.121418 366.30 8.30 0.181900 1.371456 0.000000 0.122156 366.40 8.40 0.181900 1.387980 0.000000 0.122890 366.50 8.50 0.181900 1.404503 0.000000 0.123619 366.60 8.60 0.181900 1.421027 0.000000 0.124344 366.70 8.70 0.181900 1.437551 0.000000 0.125065 366.80 8.80 0.181900 1.454074 0.000000 0.125782 366.90 8.90 0.181900 1.470598 0.000000 0.126495 367.00 9.00 0.181900 1.487121 0.000000 0.127203 367.10 9.10 0.181900 1.503168 2.793872 0.127908 367.20 9.20 0.181900 1.519215 7.902264 0.128609 367.30 9.30 0.181900 1.535262 14.517386 0.129306 367.40 9.40 0.181900 1.551309 22.350979 0.129999 367.50 9.50 0.181900 1.567355 31.236442 0.130689 367.60 9.60 0.181900 1.583402 41.061369 0.131375 367.70 9.70 0.181900 1.599449 51.743239 0.132058 367.80 9.80 0.181900 1.615496 63.218114 0.132736 367.90 9.90 0.181900 1.631543 75.434552 0.133412 368.00 10.00 0.181900 1.647590 88.350000 0.134084 Notes: Area is Footprint of Vault Volume is Incremental Storage Capacity of Vault (accounting for structural concrete) Weir Discharge calculated using Weir Equation (C = 3.1) Orifice Discharge calculated by SDHM3 l Orifice Discharge (cfs) 0.100339 0.101231 0.102115 0.102992 0.103861 0.104723 0.105578 0.106426 0.107267 0.108102 0.108930 0.109752 0.110569 0.111379 0.112183 0.112981 0.113774 0.114561 0.115343 0.116120 0.116892 0.117658 0.118420 0.119177 0.119928 0.120676 0.121418 0.122156 0.122890 0.123619 0.124344 0.125065 0.125782 0.126495 0.127203 0.127908 0.128609 0.129306 0.129999 0.130689 0.131375 0.132058 0.132736 0.133412 0.134084 l********************************ff******** ***~·*~**~~~****~~*********~*********** * .. * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) .. * U.S. ARMY CORPS OF ENGINEERS * .. JUN 1998 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4.1 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 28APR22 TIME 16:00:00 * * (916) 756-1104 * * .. * .. ~·~~-~*********~**~*~****~***~~•********~ *********~~•****-**~************~•~•*** X X xxxxxxx xxxxx X X X X X X xx X X X X X xxxxxxx xxxx X xxxxx X X X X X X X X X X X X X X xxxxxxx xxxxx XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE . THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM 1 1 HEC-1 INPUT PAGE 1 LINE ID ....... 1 ....... 2 ...•... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 *DIAGRAM 1 ID LIONSHEAD -CARLSBAD 2 ID PROPOSED CONDITION 3 ID HYDROLOGIC ANALYSIS -100-YEAR """ FREE "*" 4 IT 4 0 0 111 5 IO 0 2 6 IN 4 7 KK SITE 8 QI 0.00 0.00 0.00 1.40 2.80 2.85 2.90 2.95 3.00 3.05 9 QI 3.10 3.15 3.20 3.25 3.30 3.40 3.50 3.55 3.60 3.70 10 QI 3.80 3.90 4.00 4.10 4.20 4.30 4.40 4. 55 4.70 4.85 11 QI 5.00 5.20 5.40 5.60 5.80 6.10 6.40 6.80 7.20 7.70 12 QI 8.20 9.00 9.80 11.15 12.50 15 .40 18.30 48 .45 78.60 59.05 13 QI 39. 50 27.10 14.70 12.80 10.90 9.90 8.90 8. 30 7.70 7.25 14 QI 6.80 6.45 6.10 5.85 5.60 5.40 5.20 5.00 4.80 4.65 15 QI 4.50 4.40 4.30 4.20 4.10 4.00 3.90 3.80 3.70 3.60 16 QI 3.50 3.45 3.40 3.35 3.30 3.25 3.20 3.15 3.10 3.05 17 QI 3.00 1.50 o.oo 0.00 0.00 o.oo 0.00 0.00 o.oo 0.00 1B QI 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 19 QI 0.00 20 BA 0.0004 21 KK VAULT 22 KO 1 2 23 RS 1 ELEV 0.00 24 sv 0.00 0.17 0.33 0. 50 0.66 0.83 0.99 1.16 1. 32 1.49 25 sv 1.50 1. 52 1. 54 1. 55 1.57 1. 58 1.60 1. 62 1. 63 1.65 26 SQ 0.00 0.08 0.12 0.15 0.17 0.19 0.21 0.22 0.24 0.25 27 SQ 3.05 8.16 14.78 22.61 31. 50 41. 32 52.01 63.48 75.70 88.62 28 SE 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 29 SE 9.10 9.20 9.30 9.40 9.50 9.60 9.70 9.80 9.90 10.00 30 zz 2 1 INPUT LINE SCHEMATIC DIAGRAM OF STREAM NETWORK (--->) DIVERSION OR PUMP FLOW NO. (V) ROUTING (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 7 SITE V V 21 VAULT (***) RUNOFF ALSO COMPUTED AT THIS LOCATION 3 1***************************************** * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * JUN 1998 * ~ VERSION 4.1 * * * * RUN DATE 28APR22 TIME 16:00:00 * * * ***************************************** LIONSHEAD -CARLSBAD PROPOSED CONDITION 5 IO IT HYDROLOGIC ANALYSIS -100-YEAR OUTPUT CONTROL IPRNT IPLOT QSCAL VARIABLES HYDROGRAPH TIME DATA 0 2 0. PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE NMIN 4 MINUTES IN COMPUTATION INTERVAL !DATE 1 0 STARTING DATE ITIME 0000 STARTING TIME NQ 111 NUMBER OF HYDROGRAPH ORDINATES NDDATE 1 0 ENDING DATE NDTIME 0720 ENDING TIME !CENT 19 CENTURY MARK COMPUTATION INTERVAL .07 HOURS TOTAL TIME BASE 7.33 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT 4 *************************************** * * .. ,. .,, * * U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 * * * * " * * ·~•****,~****~*******~*~************~•· 1 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 7 KK 6 IN 20 BA .... ,.,.'ll'**'1fl-l,tr~ff'A'1t** * * * SITE * * * ********""***** TIME DATA FOR JXMIN JXDATE JXTIME INPUT TIME SERIES 4 TIME INTERVAL 1 0 STARTING DATE 0 STARTING TIME SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS TAREA .00 SUBBASIN AREA IN MINUTES *** ** !t,..,. 'It 'it 1r• * ,..,... ** .t• **""*** 11-•ntr nu-.,.., •• ** 1rntr-o ** * * ** * ~ "° * • 1r *** * * ****·** •••••..,.nn•• .. *u-,. **** "lr-b ** 'll'*·** ***•**tr**** tt 1"-•it ¼-'5r-it·1" "'**·* * tt ** it-1t-llr* st*****·******* HYDROGRAPH AT STATION SITE .. -ir'tt'l!tirit*'* * *•·•• * *¼ ** * ,f: 'I\':.,, 'Ii***** ******~**********1'1 "'******* ** * * **** * ** **** ** * * * ******** ****** * * * * * * ****** *** ** * *** * * *** ,t. *** *·** ** 'k¼¼* •-*"11 DA MON HRMN ORD FLOW • DA MON HRMN ORD FLOW .. DA MON HRMN ORD FLOW * DA MON HRMN DRD FLOW " * * 1 0000 1 0. • 1 0152 29 5. * 1 0344 57 9. * 1 0536 85 3. 1 0004 2 o. • 1 0156 30 5 . * 1 0348 58 8. * 1 0540 86 3. 1 0008 3 0. * 1 0200 31 5. * 1 0352 59 8. * 1 0544 87 3. 1 0012 4 1. " 1 0204 32 5. * 1 0356 60 7. * 1 0548 88 3. 1 0016 5 3. * 1 0208 33 5. * 1 0400 61 7. * 1 0552 89 3. 1 0020 6 3. .. 1 0212 34 6. * 1 0404 62 6. * 1 0556 90 3. 1 0024 7 3. * 1 0216 35 6. .. 1 0408 63 6 . * 1 0600 91 3. 1 0028 8 3. * 1 0220 36 6. .. 1 0412 64 6 . .. 1 0604 92 2 . 1 0032 9 3. • 1 0224 37 6. .. 1 0416 65 6 . • 1 0608 93 0. 1 0036 10 3. * 1 0228 38 7. .. 1 0420 66 5. .. 1 0612 94 o. 1 0040 11 3. * 1 0232 39 7. .. 1 0424 67 5. * 1 0616 95 0. 1 0044 12 3. " 1 0236 40 8. * 1 0428 68 5. .. 1 0620 96 o • 1 0048 13 3. .. 1 0240 41 8. * 1 0432 69 5. .. 1 0624 97 0 . 1 0052 14 3. .. 1 0244 42 9. * 1 0436 70 5. .. 1 0628 98 0 . 1 0056 15 3. * 1 0248 43 10. * 1 0440 71 5. * 1 0632 99 0. 1 0100 16 3. * 1 0252 44 11. * 1 0444 72 4 . * 1 0636 100 0. 1 0104 17 4. • 1 0256 45 13. * 1 0448 73 4. * 1 0640 101 0. 1 0108 18 4. .. 1 0300 46 15 . * 1 0452 74 4. * 1 0644 102 0 . 1 0112 19 4. .. 1 0304 47 18 . * 1 0456 75 4. * 1 0648 103 0 . 1 0116 20 4. .. 1 0308 48 48 . .. 1 0500 76 4. * 1 0652 104 0 . 1 0120 21 4. .. 1 0312 49 79 . * 1 0504 77 4. .. 1 0656 105 o . 1 0124 22 4. .. 1 0316 50 59 . * 1 0508 78 4. * 1 0700 106 o. 1 0128 23 4. • 1 0320 51 40 . * 1 0512 79 4. * 1 0704 107 0 . 1 0132 24 4. * 1 0324 52 27 . * 1 0516 80 4. * 1 0708 108 0. 1 0136 25 4. • 1 0328 53 15 . • 1 0520 81 4. * 1 0712 109 o. 1 0140 26 4. * 1 0332 54 13. * 1 0524 82 3. .. 1 0716 110 0. 1 0144 27 4. * 1 0336 55 11. * 1 0528 83 3. * 1 0720 111 0. 1 0148 28 5. * 1 0340 56 10. * 1 0532 84 3 . * • * .. *•***********************~****************************************************************************************************W**** PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 7.33-HR + (CFS) (HR) (CFS) + 79 . 3.20 8 . 6. 6. 6. (INCHES) 182.800 182.800 182.800 182.800 (AC-FT) 4 . 4. 4. 4 . CUMULATIVE AREA= . 00 SQ MI 6 1 STATION SITE (0) OUTFLOW 0. 10. 20. 30. 40. so. 60. 70 . 80 . 0. 0. 0. o. DAHRMN PER 10000 10---------.---------. 10004 20 10008 30 10012 4.0 10016 5. 0 10020 6. 0 10024 7. 0 10028 8. 0 10032 9. 0 10036 10. 0 10040 11 .. o. 10044 12. 0 10048 13. 0 10052 14. 0 10056 15. 0 10100 16. 0 10104 17. 0 10108 18. 0 10112 19. 0 10116 20. 0 10120 21. 0 10124 22. 0 10128 23. 0 10132 24. 0 10136 25. 0 10140 26. 0 10144 27. 0 10148 28. 0 10152 29. 0 10156 30. 0 10200 31. .o. 10204 32. 0 10208 33. 0 10212 34. 0 10216 35. 0 10220 36. 0 10224 37. 0 10228 38. 0 10232 39. 0 10236 40. 0 10240 41. 0 . 10244 42. o. 10248 43. 0 10252 44. .o 10256 45. 0 10300 46. 0 10304 47. 0 10308 48. 0 10312 49. o. 10316 so. o. 10320 51. .... .... 0 10324 52. 0 10328 53. 0 10332 54. 0 10336 55. .0 10340 56. 0 7 10344 57. 10348 58. 10352 59. 10356 60. 10400 61. 10404 62. 10'408 63. 10412 64. 10416 65. 10420 66. 10424 67. 10428 68. 10432 69. 10436 70. 10440 71. 10444 72. 10448 73. 10452 74. 10456 75 . 10500 76. 10504 77. 10508 78. 10512 79. 10516 80. 10520 81. 10524 82. 10528 83. 10532 84. 10536 85. 10540 86. 10544 87. 10548 88. 10552 89. 10556 90. 10600 91. 10604 92. 10608 930 10612 940 10616 950 10620 960 10624 970 10628 980 10632 990 10636 1000 10640 1010 10644 1020 10648 1030 10652 1040 10656 1050 10700 1060 10704 1070 10708 1080 10712 1090 0 0. 0 0 .o . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . o . 0 0 0 0 0 0 0 0 0 0 . o. 0 10716 1100 . . . . . . 10720 1110---------.------------------.---------------------------.---------.---------.---------.---------.---------.--------- 8 1 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 21 KK 22 KO 23 RS 24 sv 26 SQ 28 SE ************** * * * * VAULT * * ...... * .............. * OUTPUT CONTROL VARIABLES IPRNT 1 IPLOT 2 QSCAL 0. HYDROGRAPH ROUTING DATA STORAGE ROUTING NSTPS 1 ITYP ELEV RSVRIC .oo PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE NUMBER OF SUBREACHES TYPE OF INITIAL CONDITION INITIAL CONDITION X .00 WORKING RAND D COEFFICIENT STORAGE .o .2 . 3 . s 1.5 1.5 1.5 1.5 DISCHARGE 0 . 0. o. o. 3. 8. 15. 23 . ELEVATION .00 1.00 2.00 3.00 9.10 9.20 9.30 9.40 *** . 7 .8 1.0 1.2 1.6 1.6 1. 6 1.6 0. o. o. o. 32. 41. 52. 63. 4.00 5.00 6.00 7.00 9. so 9.60 9.70 9.80 ***WARNING*** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 15. TO 89. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS . THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 1.3 1.5 1.6 1.6 o. 0. 76. 89. 8.00 9.00 9.90 10.00 ****************************~***********~**•*******************************-lrlt~~***•*·~·~·~********¼*************************~·-···~ HYDROGRAPH AT STATION VAULT *********************************************~*~**~~~*****~~*¼*b~**b****·••·····•••***~***********~******************************** 9 DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE* DA MON HRMN ORD OUTFLOW STORAGE STAGE .. * 1 0000 1 o. .0 .0 .. 1 0228 38 0. .7 4.5 * 1 0456 75 4. 1.5 9.1 1 0004 2 0. .o .0 * 1 0232 39 0. .8 4.7 * 1 0500 76 4. 1.5 9.1 1 0008 3 0. .o .o * 1 0236 40 o. .8 4.9 * 1 0504 77 4. 1.5 9.1 1 0012 4 0. .o .0 * 1 0240 41 0. .9 5 .2 * 1 0508 78 4. 1.5 9.1 1 0016 5 o. .0 . 1 * 1 0244 42 0. .9 5.5 * 1 0512 79 4 . 1.5 9.1 1 0020 6 0. .0 . 2 . ., 1 0248 43 0. 1.0 5.8 * 1 0516 80 4. 1.5 9.1 1 0024 7 0. .0 . 3 • 1 0252 44 0. 1.0 6.2 * 1 0520 81 4. 1. 5 9.1 1 0028 8 0. .1 .4 * 1 0256 45 0. 1.1 6.5 * 1 0524 82 3. 1.5 9.1 1 0032 9 o. .1 .5 * 1 0300 46 o. 1.2 7.0 * 1 0528 83 3. 1. 5 9.1 1 0036 10 0. .1 .6 * 1 0304 47 0. 1. 2 7.6 * 1 0532 84 3. 1.5 9.1 1 0040 11 0. .1 .7 * 1 0308 48 0. 1.4 8.7 * 1 0536 85 3. 1.5 9.1 1 0044 12 0 . .1 .8 ... 1 0312 49 60 . 1.6 9.8 * 1 0540 86 3. 1.5 9.1 1 0048 13 0. .1 . 9 * 1 0316 so 73 . 1.6 9.9 * 1 0544 87 3 . 1.5 9.1 1 0052 14 0. .2 1.0 * 1 0320 51 42. 1.6 9.6 * 1 0548 88 3. 1.5 9.1 1 0056 15 o. .2 1.1 .. 1 0324 52 30. 1.6 9.5 * 1 0552 89 3. 1.5 9.1 1 0100 16 0. .2 1.2 .. 1 0328 53 19. 1.5 9.4 * 1 0556 90 3. 1.5 9.1 1 0104 17 o. .2 1.3 " 1 0332 54 13. 1. 5 9.3 * 1 0600 91 3. 1.5 9.1 1 0108 18 0. .2 1.4 .. 1 0336 55 12 . 1.5 9.3 * 1 0604 92 2. 1.5 9.1 1 0112 19 0. . 3 1.5 .. 1 0340 56 10. 1.5 9.2 * 1 0608 93 1. 1.5 9.0 1 0116 20 0. . 3 1. 7 .. 1 0344 57 9. 1.5 9.2 * 1 0612 94 o. 1.5 9.0 1 0120 21 0. . 3 1. 8 .. 1 0348 58 9. 1.5 9.2 * 1 0616 95 0. 1.5 9.0 1 0124 22 0. . 3 1. 9 .. 1 0352 59 8. 1.5 9.2 * 1 0620 96 0. 1.5 9.0 1 0128 23 o. .3 2.0 " 1 0356 60 8. 1.5 9.2 * 1 0624 97 0. 1.5 9.0 1 0132 24 0. .4 2.2 * 1 0400 61 7. 1.5 9.2 * 1 0628 98 0. 1.5 9.0 1 0136 25 0. .4 2.3 * 1 0404 62 7. 1.5 9. 2 * 1 0632 99 0. 1.5 9.0 1 0140 26 0. .4 2.4 * 1 0408 63 6. 1.5 9.2 * 1 0636 100 0. 1.5 8.9 1 0144 27 0. .4 2.6 * 1 0412 64 6. 1.5 9.2 * 1 0640 101 0. 1.5 8.9 1 0148 28 o. .5 2.7 * 1 0416 65 6. 1.5 9.2 * 1 0644 102 0. 1.5 8.9 1 0152 29 0. .5 2.9 * 1 0420 66 6. 1.5 9.1 * 1 0648 103 0. 1.5 8.9 1 0156 30 0. .5 3 .0 * 1 0424 67 5. 1.5 9.1 * 1 0652 104 0. 1.5 8.9 1 0200 31 o. . 5 3. 2 * 1 0428 68 5. 1.5 9.1 * 1 0656 105 o. 1.5 8.9 1 0204 32 o. .6 3. 3 * 1 0432 69 5. 1.5 9.1 * 1 0700 106 o. 1.5 8.9 1 0208 33 0. .6 3.5 * 1 0436 70 5. 1.5 9.1 * 1 0704 107 0. 1.5 8.9 1 0212 34 o. .6 3. 7 " 1 0440 71 5. 1.5 9.1 * 1 0708 108 o. 1.5 8.9 1 0216 35 o. .6 3.9 * 1 0444 72 4. 1.5 9.1 * 1 0712 109 0. 1.5 8.9 1 0220 36 0. .7 4.1 * 1 0448 73 4. 1.5 9.1 * 1 0716 110 0. 1.5 8.9 1 0224 37 0. .7 4. 3 * 1 0452 74 4. 1.5 9.1 * 1 0720 111 0. 1.5 8.9 * * *********************************************************************************************************************************** PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 7.33-HR + (CFS) (HR) (CFS) + 73. 3.27 5. 4. 4. 4. (INCHES) 113.820 114.088 114.088 114.088 (AC-FT) 2. 2. 2. 2. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 7.33-HR + (AC-FT) (HR) 2. 3.27 1. 1. 1. 1. PEAK STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 7.33-HR + (FEET) (HR) 9.88 3.27 7.61 6.36 6.36 6.36 CUMULATIVE AREA= .00 SQ MI 10 1 DAHRMN 10000 10004 10008 10012 10016 10020 10024 10028 10032 10036 10040 10044 10048 10052 10056 10100 10104 10108 10112 10116 10120 10124 10128 10132 10136 10140 10144 10148 10152 10156 10200 10204 10208 10212 10216 10220 10224 10228 10232 10236 10240 10244 10248 10252 10256 10300 10304 10308 10312 10316 10320 10324 10328 10332 0 . 10. (I) INFLOW, 20. STATION (0) OUTFLOW 30. 40. so . VAULT 60 . 70 . 80 . 0. 0 . 0. 0. . o .0 .0 .0 . 0 .o (S) STORAGE . 5 1.0 PE~: ___________________ ---------.---------.---------.---------5---------.---------.---------------------------.--------- 1.5 2I 2.0 .0 .0 s 3I s 401 s so I s 60 I .s 70 I .s 80 I .s 90 I s 100 I s 110 .I. . . . . . ... . . . . . .. ... s 120 I s 130 I s 140 I s 150 I s 160 I s 170 I s 180 I s 190 I s 200 I s 210 I . . . . . ... ... . .. . .. s 220 I s 230 I s 240 I s 250 I s 260 I s 270 I s. 280 I s . 290 I s 300 I s 310 .I. . . . . . . . . . ... . ... . ... . .... s . 320 I .s 330 I s 340 I s 350 I s 360 I s 370 I s 380 I s 390 I s 400 I s 410 I .... . . . . . ... . ... . ... .s. 420 I. s 430 I s. 440 .I s 450 I s 460 I s 470 I s 480 I s. 49. 0 I . s so. I. 0 s 51. .... . . . I 0 .... s 52. I 0 .s 53. I o. .s 54. I .s 11 10336 55. . IO 10340 56. I 10344 57. I. 10348 58. IO. 10352 59. I 10356 60. IO 10400 61. .I. 10404 62. IO 10408 63. I 10412 64. I 10416 65. I 10420 66. IO 10424 67. I 10428 68. I 10432 69. I 10436 70 . I 10440 71. .I. 10444 72. I 10448 73. I 10452 74. I 10456 75. I 10500 76. I 10504 77. I 10508 78. I 10512 79. I 10516 80. I 10520 81. I 10524 82. I 10528 83. I 10532 84. I 10536 85. I 10540 86. I 10544 87. I 10548 88. I 10552 89. I 10556 90. I 10600 91. . r. 10604 92. I 10608 93!0 10612 94! 10616 95I 10620 96I 10624 97! 10628 98! 10632 99! 10636 100! 10640 101! 10644 102! 10648 103! 10652 104! 10656 105! 10700 1061 10704 1071 10708 108! 10712 109! 10716 llOI . , , . , 10720 1111---------.---------.---------.---------.---------.---------. 12 . s .s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s. s. s. s. s. s. . •· . . ---------.--------s.---------.--------.---------. 1 + + + + OPERATION STATION HYDROGRAPH AT SITE ROUTED TO VAULT *** NORMAL END OF HEC-1 *** PEAK FLOW 79 . 73 . RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD PEAK 6-HOUR 24-HOUR 72-HOUR 3.20 8 . 6. 6. 3.27 s. 4. 4. 13 BASIN AREA .00 .00 MAXIMUM STAGE 9.88 TIME OF MAX STAGE 3.27 APPENDIXE CATCH BASIN CALCULATIONS Grate Inlet Too•Of6rateJft) 375.16 Inlet l:enittli fftl 7.00 Inlet WidrMftl 3.00 Perimeter (ft) 20.00 ·O -Grate lnlet .(cfs) 13.8 WSEC:ft) 375.54 Q = 3.0 * L * HA(3/2) L = Perimeter H = WSE -Top of Grate Lionshead -Carlsbad Total \Jooe \~4\- 0 -Taral (ef's-) 21.7 WSE(ft) 375.54 Overflow Overflow ,Elevation.{fi) 375.32 Slone (Nonh) 0.005 Slone-CSouth)" 0.023 Ar-ea <so ft) 5.66 0 -Oveflow .Cefs} 7.9 WSE(ft) 375.54 Q = 3.0 * L * HA(3/2) Q = 3.0 * L * (H * HA(l/2)) Q = 3.0 * (L * H) * HA(l/2) L* H=Area H = WSE -Overflow Elevation 7 ~.s v 2 " y I 379,2 " ~ \) ,Ll.()\f&(t. ••~~o\..e. ~79.6 )( 5 " -SD ---SD 378.4 378,8 " " 378,8 " 9,3 379,S " " 379,5 381.7 " subject TRACT No _______ _ by date job no. sheet of 7' p -::: 0 sR..1 V\ ~1 t,lR., -... '? r--... l , , c r-\I'-' t: , ' \,.: !..-"-J V)" '---' ,~-e.. s~t~ Llc..'t~' . ..1<-1, Q :::. 'L ~ ,'<.. c\ s ~ 1.~ ~ ~ 1ll.~\A)Q_ f R.utv\ NC)t>~ 1 a't-q ~ -=-'3\.l I ~p~\LO~ i,s ~s~ f.\\fh.\l M:. 'f\4~R., ·t I~ 14349 Firestone Blvd.• La Mirada, CA 90638 • Tel: (714) 521-4811 • Fax: (714) 521-4173 1 7,'5 . ,,,, ? 76,9 ----7.1 377.7 . 378,3 300.6 . _, -., Jit:S1.uv ,v __ .. --~ I / 477.2 X • 017% _fi'~-181.21 3?6,"lt380.5 X 381.74' --_ _ _ _ 381.i 4fs -:57'¥.;.--- X 381. }7,~~~ 381°) 2:W-l"Ci 1'.53FS .54 FS -GB- 1 r I 38G.4j- 2.32TC I LS ,-, I I , ,~I ,o I r I -~ ~v (.)II t-i.. ~ I g ~ NC--.. X (00C) I ,.,, ,.,, 11 , TRACT No. ______ _ subject I date I job no. I sheet of (_~\<:...\\ \S~S>l l'-\ (~ NooE; l':) ~ <z..\...:)~i \1',..\L'2i"t -rYpc; c_ w/ 7-'-->.J\l--l\:l ~. . 6"-\\,(. w-: 9..' C.-\J~6 cp<2, 'NI~~ I ~ \-\ = .s~ . 'c)/ I ~ er I \1/i ~ l .~\c "\C ~ ~ \.\ ~ .. ~~-~ -,Sa ~u~. • ~l,\ <_J<; \ .C\ <.,\) ( L. ~. ' - uSt3 'ti\~Ls L "=9 'X 'i - c_ ~\°(J~ 6~s, ~ ~ }J~JE \<cc_ CuL?-b lNlc-r TI YE &-~"-!E LM; Nl;z w-=-1.()' , \\ : _. 5~ l-\ -. ., ~ :/ -c.~,-.l P()N t::> i ~ ,~p a--\ <. oitb~ Vih -. -~ : '-~~ .Sc I I ( L>~(:, T~616 ~ l ~ (~ c..C-s tl .t X 7 : 13.] c.:\:s . c) t~<...J e 1~'t ·. (o.°"1 ~Js '-l3 .'3 cJ s . 14349 Firestone Blvd.• La Mirada, CA 90638 • Tel: (714) 521-4811 • Fax: (714) 521-4173 \ \ \ \ \ 1. • •. ............ __ ~·. ·l:s~~· .. < \~ • ~--'-9~ ...:._:.....:-. . :'.::JiS;I . . . . · I . . • • • ~-f .-.~ .· SI ' . . . . . . . . . -.. · .. --e~s.:. ·. :·-._: · ..... _j .807JOM ... ·. -~ .... ~r-tittr ,R.®~8 . > .. -. p"g .P s· --. --.... · .. · ....... · .. . . . . . .s: . . . . • • ~:7 .Cl!. •• (/) 3]'~ 2·:o.· . . . subject TRACT No, ______ _ I date I job no. U~(3, c_~,c.,~ ~k~li,4 \'-<PEi ~-~b v-)11--{~~ w-:. 6r .<:~/ h --.s~ I sheet of l-l :. _ S '6 -~ ~ \") 6 \)"t~ pcic~it "T<J cs\' ,u, ... ~ vt;~ \4/ h =-• s ~ -:. \. \ <c u~s 7"~~Ls L ~ l.) els/ L.f. ~ 4-~:.. :> :z. '-{:>,. Ql~-: L~ < • .As "" s.z. <Js,. 14349 Firestone Blvd.• La Mirada, CA 90638 • Tel: (714) 521-4811 • Fax: (714) 521-4173 I I 1o'+·12 II .9 IO .8 9 .7 8 7.5 .6 7 6 . .5 .5 5.5 j5 /,f .¢..5 '-t ~ .3 -~ 3.5 --. ~ / ~ ./ -~ .25 3 ~ i ~ ~ 2 .5 -~ .2 ~ ' 2 .15 ..... ~-~ I'.,.; -:: ' ~ ' ~/ /' /' / -~ ~ ~ ~ ....... 1n ~ ~ / ie;., / · 011P ✓: t1-;, --;" / ;/ / p , ,,. L /0 8 6 4 .3 -- .O/ "-. 't ._L ·· :-[ g;----J-_,;_ d i-:v~b ~-....L..;l---,c...c.=:,... --.... f ___ __., ___ T I.S ... .I /.2 8ur~a1.1 .:;f P/""b;c /?car:!s c,.,,_-r,o.-, Two r.~.f"h. 0. C. .,q -30- 'Lore/ Pepre5s1on ra) TABLE /.bm-c;,~ol; /o,,. co_~c.-1;-ct' Cu/"b . °rer.~-~g ✓a/e/.s a: Ion' pc•-:,~ 3 2 1.0 .9 .8 .3 .25 .2 . ./5 0./ L APPENDIXF HYDROLOGY MAPS • " .,,.. .,,,.. '--llllUIIIJ.llllllMD-...,_ .,,.. .,,... .,, •"'" ,.m., 5.75 AC. ----\ --_,,,_, _.,.. _., .. (.>Iii" ""I ' ., _, ·' _,.,, ·' ·' ·"'·' _, .'"'-' _,,,.. .'"'-' '"'-' _,... _, ... , ·' ·'"" .'"'-' . '"'-' _,,,.. _, _, .. _,,._, ., ... , ... _, .. _,,.. .'"'-' _, .... _, ... , _, .'"'-' _,..., .,... ., ... _,... _, , ' . 0.10 AC • .L :,>4· Q100=4o.7_CFS 134 ·-tc=10.V MIN. '-----" \ AREA=6.40 N:.. ·""" ·" ·""" -"~ _,,e.s ·"'"' ·""-' ·"' _.,.. ·""-' :m:, ·""-' " ... --::-"" "" ... , , "" " '., "" 4 ~- "" \.v I ... . OIL TYPE •:0•• •. ~• ,m• ,m• ,m• ,m• ·""' I ·"'' I I _.,,. I _.,, I ,m• .• ·"" ' ·•· ... SOIL_.IYPE'Zc• ·"" ------------~ \ ·"'' ,m• .•• .•-I ,, .. \' ~"~ I 4.95 AC • .• } \ _.,~. -=~--~~--'"""--~·""""--'·""':__".·"":..~--=-~:::=:::.;,,--:::,:_:_::....,:. ·"" -,,.. -----_, - 1-· •"" \-,,._.;--,,""~-"",.-----,,""~-•=•• ~--"' __ _, ~= 11---""""--m,»-----.Y-~ ·"" 1 / ·"'' ,,,.. ,vu ·""' ,,.. ,,.. ,,.. ' ·"" ·"" "" "" ---, - ~------~--~._,___~_!J' .;rm p• .;rm ' .;rm ;r,,• ;,,,• p,, p,• _ ;m~ ;m_ I '<· ,,,. ~ ;m:,I _,,... ;m.-,,.. .i""' .;r,o, ,1'M .i""' .,,.."\: .,,.. - ,.. ,,,, ,,., ' ---,,.. ,,., ,,.. ,,.. ,,.. -- ,,,, I ------------------------- I I I .., ~ ,I 2.60 AC. ·'"-' ~ = -~ ~ ., ... ..__,,__ _,.,, ~,... ~,,,, -------I ~ ' ·"" 1,,.,3lfd ,. _,,,. I ,_, - ,-, ::)1- ... , 0 25 50 100 150 SCALE: 1 ·-so· I // I I I "" CFS IN. , 5 IC. "" .• \ ·"" I rt11r"J1;-7 I I I I I I I I I \ • .=~ '---ti,n,IN.,OJJN •"'" ---- _,,,.. -- ·""" __ , __ , ·""" ·""" ·""" ·""" .-• ·""' A PFEPAFED FOFlo W-H CARLSBAD OWNER IX, LP. 600 WEST BROADWAY SUITE 1150 SAN DIEGO, CA 92101 PHONE: (858) 435-4025 EMAJ~ ERIC.HEPFEROHINES.CON 3.60 AC. ~-• -------- 1.00 AC. 8 --__ , _.,,,. LEGEND PROJECT BOUNDARY SUBAREA BOUNDARY FLOWLINE SOIL TYPE BOUNDARY SU BAR EA AREA NODE NUMBER --· _ ... , 0 Thienes Engineering, Inc. CML ENG/NEERING • lAND SURVEYING 14349 RRESTONE BOULEVARD lA AIIRAlM,. CAUFORNIA 906J8 Pll.{714}521-#111 FAX{714}521-fl7J I I VIC.WITY MAP I I I • • N.T.S. " 'C 1 l.o8t Update: 5/6/22 O:\J9~3999\JB11\JB11 llyd-ex,dwc,i CITY OF CAA• SBAD PUBLIC WORKS DEPARTMENT EXIS i lNO CONDITION HYDROLOOY MAP RACEWAY INDUSTRIAL UONSHEAD AVE. AND MELROSE DRIVE Designed by Dote Checked by Doto ,'j)proved by Dole Designed by -----1-_!:P~u~~k::_::W~o!.:rks~D:!irect:::::;0::r _____ ..!R~.C::..[::..:;:=X:c:XX:;;:X:;;:X=-i Dote Checked by Dote Sheet 1 of 1 Sheets w I.LI :::c V) LL. 0 T~ ~E-"D''.._ 0.20 AC. ,. i ?'01 • "1/~J__ h--;--.----t.,,~=~.J.~ N-----!;':::'o--.o~s ~N:.~ . .:::.;~~~----.;;.-~--J..~_!'c:;:----:]::~"',p1==_4~0sdN:.~. ~;::~b \ ,---~ ' = =-= s --/ 1.33 N:,. I ----------------------------------------I I I I I I I I I ;---L.J-' • 2_ PE C 1.25 N:,, 0 25 50 100 150 SCALE: 1 ·-so' -1 I I I 1.40 AC. I I I I I I I I I □.40 N:,, 1 / "'7~.J:d:,4,.,U~kj / '------~,!-:'.._/_J ,J;:'11-.c."' '7c==c/ -'.LL...----, /i I I d . AC. / / ◊•--,_, -----LEGEND PROJECT BOUNDARY --SUBAREA BOUNDARY ---FLOWLINE ---SOIL TYPE BOUNDARY 1.00 AC. SU BAR EA AREA 8 NODE NUMBER I PFEPAFED FOFlo W-H CARLSBAD OWNER IX, LP. 600 WEST BROADWAY SUITE 1150 SAN DIEGO. CA 92101 PHONE: (858) 435-4025 EMAJ~ ERIC.HEPFEROHINES.CON 0 Thienes Engineering, Inc. CML ENG/NEERING • lAND SURVEYING 14349 RRESTONE BOULEVARD lA AIIRAlM,. CAUFORNIA 906J8 Pll.{714}521-#111 FAX{714}521-fl7J I ) VIC.WITY MAP I I I I . ... N.T.S. " 'C 1 l.o8t Update: 5/2/22 O:\J9~3999\JB11\JB11 llycl.ctwg CITY OF CAA• SBAD PUBLIC WORKS DEPARTMENT PROPOSED CONDm0N HYDROLOOY MAP RACEWAY INDUSTRIAL UONSHEAO AVE. ANO MELROSE DRIVE Designed by Dote Checked by ----Doto ,'j)proved by Dote Designed by ____ l-..!P~u~~k:..cW~•rks~D~irect=•• ____ R~.C::;,[:..=cc''cc''cc' =, Dote Checked by ----Dote Sheet 1 of 1 Sheete w I.LI :::c V) LL. 0