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HomeMy WebLinkAboutDrainage Calculations ~!~ w .~~ ~" ~ .4 Drainage Calculations PROJECT: St. Elizabeth Seton Church E 106th Street & Haverstick Road Carmel, Indiana PREPARED FOR: St. Elizabeth Seton Church 10655 Haverstick Road Carmel, IN 46033 (317)846-3850 x15 DATE: 05-10-01 REVISED: DESIGNER: Brian J. Holzhausen CHECKED BY: Bob Doster, P.E. S:\3k\3733\001 \Drainage\Drainrep.doc May10.2001 JOB NUMBER: 3733.001 , The Schneider Corporation 8901 Otis Avenue Indianapolis, Indiana 46216-1037 317-826-7100 317 -826-7200 Fax ,',.,\".\:i':.;.;"~\~"'':':'::", ~t w Q -'C PROJECT CRITERIA DESIGN CRITERIA These drainage calculations are based on given data and design criteria as follows: Site location: This project is located at the northeast corner of Haverstick Road and 106th Street, in Clay Township, Hamilton County, Indiana. Terrain and existing ground condition: The site is currently an existing church with parking lot. The center of the site is the high point. A ridge runs diagonally from southwest to northeast. Southeast of the ridge, the ground slopes away at grades up to 20%. Drainage leaves the site to the north and east into Blue Woods Creek. Adjoining land conditions: North, South, East, West: Residential Soil types: Soils maps from the United States Department of Agriculture, Soil Conservation Service identify Brookston (Br), Miami (MmB2), and Westland (We) soils on the site. Miami is soil type "C". Brookston is soil type "B". Westland is soil type "B" Design storm frequency: The detention area is designed for a 1 OO-year storm event. REFERENCES Data and design methods are based on_the following references: 1. Marion County Soils Survey 2. Stormwater Design And Construction Specifications Manual, Dept. Of Capital Asset Management, City of Indianapolis. 3. 210-VI-TR-55, Second Ed., June 1986 4. ICPR 2.11 Pond Modeling Program by Streamline Technologies, Inc. OVERALL WATERSHED Blue Woods Creek ,\';,~<'., ~\:,' :':'.. "_,~:;;.\,.,,<.c...,,(.-,;; .,; ,.~\,~ -,..t u u ~ EXISTING EXISTING SITE DATA The site is currently an existing church with parking lot. The center of the site is the high point. A ridge runs diagonally from southwest to northeast. Southeast of the ridge, the ground slopes away at grades up to 20%. Drainage leaves the site to the north and east into Blue Woods Creek. The 2-year existing peak runoff rate is 2.76 cfs, and the 1 O-year existing peak runoff rate is 10.79 cfs, both from the 24 hour duration storm event.. A soils map and flood data of the proposed site and surrounding areas are included in the Exhibits section of this report. Following are design data and calculations. , '. '." ,1O.l". """ .,,~ ."".", .,~".. "....-....-.-..... ~""'. c, , .. " '.. "'C.' ,,>~;, \',,,,, '. "'. ,"""-'.. .......'",. ,,,~..,, ~.~,,~~ u w 4'- Advanced Interconnected Channel & Pond Routing CICPR Ver 2.20) Copyright 1995, Streamline Technologies, Inc. [1] St Elizabeth Seton Exi sting 05-10-01 ********** Node Maximum Comparisons ******************************************************************************* CTime units - hours) Sim Max Time Max Stage Warning Max Del ta Max Surface Max Time Max Inflow Max Time Max Outflow Name Conditions Cft) Stage (ft) Stage (ft) Area (sf) Inflow Cds) Outflow (cfs) ------------------------------------------------------------------------------------------------------------------- *** Node Name: BDRY Group: BASE 2Y24H 0.00 747.00 747.00 0.0000 24.98 0.00 0.00 0.00 0.00 2Y6H 0.00 747.00 747.00 0.0000 24.98 0.00 0.00 0.00 0.00 2Y12H 0.00 747.00 747.00 0.0000 24.98 0.00 0.00 0.00 0.00 10Y12H 0.00 747.00 747.00 0.0000 24.98 0.00 0.00 0.00 0.00 10Y24H 0.00 747.00 747.00 0.0000 24.98 0.00 0.00 0.00 0.00 10Y6H 0.00 747.00 747.00 0.0000 24.98 0.00 0.00 0.00 0.00 *** Node Name: CREEK Group: BASE 2Y24H 0.00 747.00 747.00 0.0000 24.98 12.29 JT~ 0.00 0.00 2Y6ii 0.00 747.00 747.00 0.0000 24.98 3.36 1.17 0.00 0.00 2Y12H 0.00 747.00 747.00 0.0000 24.98 6.29 2.54 0.00 0.00 10Y12H 0.00 747.00 747.00 0.0000 24.98 6.29 10.51 0.00 0.00 10Y24H 0.00 747.00 747.00 0.0000 24.98 12.12 1'10.791 0.00 0.00 10Y6H 0.00 747.00 747.00 0.0000 24.98 3.23 9.50 0.00 0.00 Soh,l\.\ ~\i-"i:l\ ,', \;:,~ ,-, ~ ':,.,. , '. u w ~ EXISTING BASINS Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C N 50% 50% Lawn 90% 61 74 67.5 100% 0% Woods 10% 55 70 55 0 I weighted CN = 66.25 Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C E 50% 50% Lawn 70% 61 74 67.5 50% 50% Woods 20% 55 70 62.5 0 I weighted CN = 59.75 Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C 0 0 0 I weighted CN = 0 Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C 0 0 0 I weighted CN = 0 , "";.' ''''_','-''';'~~'''''''"'''",''''~'''---~'''",' -,'''.-';' ...,..."'"-~,...""""..-,--_._------'-,.,_.. ~-. ..,,-,,~... -,..-.--.-. . " u u ~ Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1] Copyright 1~95, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 ********** Input Report ******************************************************** --------Class: Node------------------------------------------------------------- Name: BDRY Base Flow(cfs):"" 0 Init Stage(ft): 747 Group: BASE Warn Stage(ft): 747 Conment: : Time(hrs) Stage(ft) o . 747 24 747 --------Class: Node------------------------------------------------------------- Name: CREEK Base Flow(cfs): 0 Init Stage(ft): 747 Group: BASE Warn Stage(ft): 747 Conment: Time(hrs) Stage(ft) o 747 24 747 --------Class: Basin------------------------------------------------------------ Basin: E Node: CREEK Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: Rainfall File: Rainfall Amount(in): Area(ac) : Curve #: DCIA(%) : UH484 SCSII -24 o 10.5 66 o Peak Factor: 484 Storm Duration(hrs): 0 Concentration Time(min): 22 Time Shift(hrs): 0 --------Class: Basin-----------"------------------------------------------------ Basin: N Node: CREEK Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: Rainfall Fi le: Rainfall Amount(in): Area(ac): Curve #: DCIA(%): UH484 SCSII-24 o 4.7 60 o Peak Factor: 484 Storm Duration(hrs): 0 Concentration Time(min): 12 Time Shift(hrs): 0 \c w w 5' Advanced Interconnected ChanneL & Pond Routing (ICPR Ver 2.20) [2] Copyright 1995, StreamLine TechnoLogies, Inc. St ELizabeth Seton - Existing 05-10-01 ********** Input Report ******************************************************** --------cLass: SimuLation-----.------------------------------------------..----- S:e3Ke3733eo01~RAINAGE~ICPReEX~2y24H Execution: Both Header: ---------HYDRAULICS---------..--.---------------HyDROLOGY-------------------- Max DeLta Z (ft): 1 DeLta Z Factor: O.O~ Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 48 Min CaLc Time(sec): 0 Max CaLc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 48 15 48 15 ---------GROUP SELECTIONS---.--.------------------------------...------------ + BASE [05/08/01] -.....-.CLass: SimuLation.------.-.---------...-.-----------------------.------- S:e3Ke3733e001~RAINAGEeICPReEX~2Y2H Execution: Both Header: Override DefauLts: Storm Dur(hrs): Rain Amount(in): RainfaL L Fi Le: Yes 24 2.64 SCSII-24 -...--...HYDRAULICS--.-------------.-----------.HYDROLOGY------------------.- Max DeLta Z (ft): 1 DeLta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 4 Min CaLc Time(sec): 0 Max CaLc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 4 5 4 1 -.-..----GROUP SELECTIONS--...-----------...-..--------------......---------- + BASE [05/08/01] Override DefauLts: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 2 1.52 SCSII-24 .\. w w :$ Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [3] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- s:e3Ke3733e001IORAINAGEeICPReExe2Y3H Execution: Both Header: ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: O.Ot- Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 6 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 6 5 6 5 ---------GROUP SELECTIONS-----------------------------------------------.---- + BASE [05/08/01] --------Class: Simulation------------------------------------------------------- s:e3Ke3733e001IORAINAGEeICPReExe2Y6H Execution: Both Header: OVerride Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 3 1.68 SCSII-24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 12 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 12 15 12 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 6 1.98 SCSII-24 i\\).\'<. ".;.\:;~\\'..~'~\i\\\~',\\;\~\,',(:::'.' , , w u :5 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [4] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 .*****.**. Input Report **.*.***.************.**..*.****..***.***..*.*.***.**.*. --------Class: Simulation------------------------------------------------------- S:83K83733eD018DRAINAGE8ICPReExe2Y12H Execution: Both Header: ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01- Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 24 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 24 15 24 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] --------Class: Simulation------------------------------------------------------- S:83K83733eD018DRAINAGE8ICPR8Exe10Y12H Execution: Both Header: override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 12 2.4 SCSII -24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor:- 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 24 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 24 15 24 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 12 3.6 SCSII-24 -':-'\:;:'"Y...;.i.;:'",'; " ,'_',:-,-'~'.':,'~;'>~l',~~&.~;.:.':"::',"'-~'~rJ~:~,:.i:;'.':"5t.:.'.':,....~,,"-t!";(;.;;..'c....t';;,.""'~~,,:\:.~~~~_.:.'~~.;,.', -, ~..",-\,~'';'~ .. u u s Advanced Interconnected Channel & Pond ~outing (ICPR Ver 2.20) [5] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- S:83K83733e001IORAINAGE8ICPR8EX810Y24H = Execution: Both Header: ---------HYDRAUlICS-----------------------------HYDROlOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: O.Or Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 48 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 48 15 48 15 ---------GROUP SElECTIONS---------------------------------------------------- + BASE [05/08/01] --------Class: Simulation------------------------------------------------------- S:83K837338001IORAINAGE8ICPR8EX810Y2H Execution: Both Header: OVerride Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 24 4.08 SCSII-24 ---------HYDRAUlICS-----------------------------HYDROlOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 4 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 4 5 2 1 ---------GROUP SElECTIONS---------------------------------------------------- + BASE [05/08/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 2 2.45 SCSII-24 .,......\~':;.:;"'J.,;.\'j1'-i.''':',;.,\.'.'...,,,.\\',,., \: ., ' " <.,~' '~~,.-":""....,""::' ,. ,.\,,: u : Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [6] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- s:e3Ke37338001eoRAINAGEeICPReExe10Y3H Execution: Both Header: ---------HYDRAUlICS-----------------------------HYDROlOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01~ Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 6 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 6 5 6 5 ---------GROUP SElECTIONS---------------------------------------------------- + BASE [05/08/01] --------Class: Simulation------------------------------------------------------- s:e3K837338001eoRAINAGE8ICPR8EX810Y6H Execution: Both Header: OVerride Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 3 2.64 SCSII-24 ---------HYDRAUlICS-----------------------------HYDROlOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 12 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 12 15 6 5 ---------GROUP SElECTIONS---------------------------------------------------- + BASE [05/08/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 6 3.12 SCSII-24 u ,.;,; u w :f: Advanced Interconnected Channel & Pond Routing (lCPR iler 2.20) [n Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 ********** Input Report ***********-******************************************** --------Class: Simulation------------------------------------------------------- s:e3K83733800180RAINAGEeICPR8EX8100Y15M ~ Execution: Both Header: ---------HYDRAULICS-----------------------------HyDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: O.O} Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 1 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 1 1 1 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] --------Class: Simulation------------------------------------------------------- S:83K83733800180RAINAGE8ICPR8EX82Y30M Execution: Both Header: Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 0.25 1.63 SCSll-24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 2 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 2 5 0.5 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] OVerride Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 0.5 0.99 SCSll-24 .. u u Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [8] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 ********** Input Report ******************************************************** --------class: Simulation------------------------------------------------------- S:e3Ke37338001~RAINAGEeICPReEXe100y1H Execution: Both Header: ---------HYDRAULICS-----------------------------HyDROLOGY------~------------- Max Delta Z eft): 1 Delta Z Factor: O.O~ Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 4 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 4 1 2 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] --------Class: Simulation------------------------------------------------------- S:e3Ke37338001~RAINAGEeICPReEXe100Y2H Execution: Both Header: Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 1 2.88 SCSII-24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 4 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: PInc(min): 4 1 4 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 2 3.5 SCSII-24 ~ u 3 Advanced Interconnected Channel & Pond Routing (lCPR Ver 2.20)" [9] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton - Existing 05-10-01 : " ,;,,'~~';"".-~ ,,;;-...~,....~c. ';.;"';:~c.-..~""",.:",.~t.",,,,"':";~'.i'.~_C\<'0">':"i..:;_'''',t''.-,'l'M.>.....:4:"".........""'''''"nno.,\l",Il'\O~''''U\io~~-=.....,., u ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- S:83K837338001eoRAINAGE8ICPR8EX8100Y3H : Execution: Both Header: ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.014 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 4 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 4 1 6 5 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/08/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 3 3.87 SCSII-24 ." o o .~ PROPOSED PROPOSED SITE DATA The proposed site design accommodates for the current construction plans and future construction of additional building area and a parking area north of the soccer field. The Curve Number of basin "E" is 71, which accommodates 70,000 square feet of impervious building rooftop and I or pavement at a future date. See attached calculations for additional information. All runoff from the north parking area is routed to the dry detention area. All runoff from the new drive and future parking I building areas is routed to the pond at the southeast corner of the property. DESIGN SUMMARY The detention area was sized using the SCSII-24 Distribution (as required). The proposed discharge is 2.66 cfs for the 2-year storm and 9.84 cfs for the 100- year storm. The proposed 1 OO-year and 1 O-year discharge rates are less than the existing 1 O-year discharge rate. The 2-year proposed discharge is less than the 2-year existing discharge. No adverse impacts are anticipated from this development. .; ,:.c;'. ~. .", " ..;:.~.,',\~",.,,~';;.,,'<'. "~'1. -",:>:'~:o.',.,~:,;~;r~t'::.'~"~w.w;;~,':"'> ~ u u '" STORM SEWER DESIGN CALCULATIONS -PIPE DESIGN- PROJECT: St Elizabeth Seton STORM: 10 Year JOB#: 3733.001 COMPUTED BY: BJH DATE: 5/10101 ~ SHEET NO.: I STRUCTURE DESIGN CAP. FROM TO Q L DIA. SLOPE Q VEL. RIM ELEV. INVERT ELEV. COVER ( cfs.) (ft) (in) % (cfs) (ftIs) UP DOWN UP DOWN (ft) 622 621 4.61 120 21 0.20 7.13 2.96 745.00 745.75 742.00 741.76 1.04 621 620 6.92 114 21 0.35 9.43 3.92 745.75 #N/A 741.76 741.36 2.03 611 610 5.66 46 12 2.50 5.67 7.22 745.50 #N/A 742.50 741.35 1.83 -"t " u u .~ STORM SEWER DESIGN CALCULATIONS -RATIONAL METHOD- I PROJECT: Sl Elizabeth Selon STORM: 10 Year JOB#: 3733.001 COMPUTED BY: BJH DATE: 5/1 % 1 SHEET NO.: I STRUCTURE BASINS COMPOSITE BASINS TRAVEL FROM TO BASIN c A c*A Tc I Q SUM Tc I Q TIME # (acres) (min) (inlhr) (cts) (c*A) (min) (inlhr) (cts) (min) 622 621 622 0.60 1.80 1.08 17 4.27 4.61 1.08 17 4.27 4.61 0.02 621 620 621 ~ 0.60 0.90 0.54 14 4.71 2.54 1.62 17 4.27 6.92 0.02 611 610 611 0.35 4.80 1.68 26 3.37 5.66 1.68 26 3.37 5.66 0.04 Time of Concentration Worksheet Based on TR-55 Tvoical values for Manning's n O\(erland Flow Channel Flow short grass 0.15 grass 0.03 dense grass 0.24 concrete 0.015 pavement 0.011 rip-rap 0.035 Overland flow se .1 Overland flow se .2 Basin Length S n T_t Length S n T_t name (ft) % (min) (ft) % (min) 622 200 3 0.15 15 0 621 150 3 0.15 12 O. 0 0 611 300 2 0.15 25 0 Shallow Concentrated Flow Length S Paved/Un Vel. T_t (ft) % (P or U) (ftls) (min 300 2 u 2.3 2 400 2 P 2.9 2 0 200 P 2 2 PROJECT: St Elizabeth Seton JOB #: 3733.001 2 year, 24 hour rainfall = 2.90 inches minimum T_c = 5 minutes ., Length (ft) Pw (ft) Channel Flow r S n (ft) % a (s.f.) Vel. T_t (ftls): (min) o o o o T_c (min) 17 14 26 lit. ~ ., c c I; , ri ;:: ?) ~ " ~ ,; ? f ~ € o ~ ~ ,_", '. ",".".,'." ~>'H"" <'I' .\ 0 U '? Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1] " Copyright ~995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Node Maximum Comparisons ******************************************************************************* (Time units - hours) Sim Max Time Max Stage Warning Max Del ta Max Surface Max Time Max Inflow Max Time Max Outflow Name Oonditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) -----------------------------------------------------------------------.------------------------------------------- *** Node Name: BDRY Group: BASE 2Y6H 0.00 740.00 740.00 0.0000 24.98 0.00 0.00 0.00 0.00 2Y24H 0.00 740.00 740.00 0.0000 24.98 0.00 0.00 0.00 0.00 2Y12H 0.00 740.00 740.00 0.0000 24.98 0.00 0.00 0.00 0.00 100Y24H 0.00 740.00 740.00 0.0000 24.98 0.00 0.00 0.00 0.00 100Y12H 0.00 740.00 740.00 0.0000 24.98 0.00 0.00 0.00 0.00 100Y6H 0.00 740.00 740.00 0.0000 24.98 0.00 0.00 0.00 0.00 100Y3H 0.00 740.00 740.00 0.0000 24.98 0.00 0.00 0.00 0.00 *** Node Name: CREEK Group: BASE 2Y6H 0.00 740.00 740.00 0.0000 24.99 3.23 1.99 0.00 0.00 2Y24H 0.00 740.00 740.00 0.0000 24.99 12.15 2.47 0.00 0.00 2Y12H 0.00 740.00 740.00 0.0000 24.99 6.18 ll::66~ 0.00 0.00 100Y24H 0.00 740.00 740.00 0.0000 24.99 12.10 8.63 0.00 0.00 100Y12H 0.00 740.00 740.00 0.0000 24.99 6.13 9.02 0.00 0.00 100Y6H 0.00 740.00 740.00 0.0000 24.99 3.17 \9.84\ 0.00 0.00 100Y3H 0.00 740.00 740.00 0.0000 24.99 1.70 9.59 0.00 0.00 *** Node Name: N-DETEN Group: BASE 2Y6H 3.23 750.07 749.00 0.0100 3634.98 3.00 3.46 3.23 1.99 2Y24H 12.15 750.23 749.00 0.0100 3977.22 12.00 4.43 12.15 2.44 2Y12H 6.17 750.29 749.00 0.0099 4125.59 6.00 5.21 6.17 2.65 100Y24H 12.10 750.98 749.00 0.0100 5622.50 12.00 11.31 12.10 7.95 100Y12H 6.12 751. 04 749.00 0.0100 5747.44 6.00 13.14 6.12 8.61 100Y6H 3.16 ~~1. ~~I 749.00 0.0100 5917.69 3.08 17.48 3.16 9.55 100Y3H 1.69 1. 749.00 0.0100 5889.78 1.58 18.54 1.69 9.39 *** Node Name: POND Group: BASE 2Y6H 6.26 741.64 741.35 0.0030 27226.90 3.25 2.70 6.26 0.14 2Y24H 16.90 741 .76 741.35 0.0037 27659.68 12.25 3.77 16.90 0.26 2Y12H 11.96 741. 75 741.35 0.0031 27622.87 6.25 4.07 11.96 0.24 100Y24H 15.47 \743.~6) 741.35 0.0065 34040.84 12.00 22.74 15.47 1.14 100Y12H 10.11 743. 0 741.35 0.0066 33063.67 6.25 23.71 10.11 1.05 100Y6H 6.17 743.05 741.35 0.0064 32491.36 3.17 26.45 6.17 1.00 100Y3H 3.26 742.74 741.35 0.0058 31356.58 1.75 22.69 3.26 0.88 A'.' / u o -"," PROPOSED BASINS Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C N 50% 50% Lawn 10% 61 74 67.5 100% 0% Woods 5% 55 70 55 50% 50% Pavement 85% 98 98 98 I weighted CN = 92.8 Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C E 50% 50% Lawn 65% 61 74 67.5 50% 50% Woods 20% 55 70 62.5 50% 50% Pavement I rooftop 15% 98 98 98 I weighted CN = 71.075 Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C 0 0 0 I weighted CN = 0 Basin Soil Group % Cover Type Percent of CN B C & condition this cover B C 0 0 0 I weighted CN = 0 l' '"" Q Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1] copyright 1995, Streamlin~ Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 u -. ********** Input Report ******************************************************** --------Class: Name: BDRY Group: BASE Conment: Node------------------------------------------------------------- Base Flow(cfs): "0 Init Stage(ft): 740 Warn Stage(ft): 740 Time(hrs) Stage(ft) o 740 24 740 --------Class: Node------------------------------------------------------------- Name: CREEK Base Flow(cfs): 0 Init Stage(ft): 740 Group: BASE Warn Stage(ft): 740 Conment: Time(hrs) Stage(ft) o 740 24 740 --------Class: Node------------------------------------------------------------- Name: N-DETEN Base Flow(cfs): 0 Init Stage(ft): 749 Group: BASE Warn Stage(ft): 749 Conment: Stage(ft) Area(ac) 749 0 750 0.08 752 0.18. --------Class: Node------------------------------------------------------------- Name: POND Base Flow(cfs): 0 Init Stage(ft): 741.35 Group: BASE Warn Stage(ft): 741.35 Conment: Stage(ft) Area(ac) 741.35 0.6 746 1 --------Class: Basin------------------------------------------------------------ Basin: E Node: POND Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH484 Rainfall File: SCSII-24 Rainfall Amount(in): 0 Area(ac): 9.5 Curve #: 71 DCIA(%): 0 Peak Factor: 484 Storm Duration(hrs): 0 Concentration Time(min): 20 Time Shift(hrs): 0 ~ "' o ." Advanced Interconnected Channel & Pond Routing (lCPR Ver 2.20) [2] copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ******************************************************** --------Class: Basin------------------------------------------------------------ Basin: N Node: N-DETEN Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: Rainfall File: Rainfall Amount(in): Area(ac): Curve #: DCIA(%): UH484 SCSIl-24 o 1.8 93 o Peak Factor: 484 Storm Duration(hrs): 0 Concentration Time(min): 10 Time Shift(hrs): 0 --------Class: Pipe------------------------------------------------------------- Name: N-DETEN From Node: N-DETEN Length(ft): 50 Group: BASE To Node: CREEK Count: 1 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: No Flow Span(in): 18 18 Entrance Loss Coef: 0.2 Rise(in): 18 18 Exit Loss Coef: 0.2 Invert(ft): 750 749.85 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use dc or tw Top Cl ip(in): 0 0 Inlet Cntrl Spec: Use dn Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wI headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wI headwall ,". ,:.,\ ''"-';:;'-',A:/.'f <':;\";:;<.L ;:;~ . ",~' -:. ~<. ,~ >~ ~., ;;_;,>'::':~ ;.:,c,~~':;'::- '~':. ~:,:-~.:.;~\.::'::.;'~~'~~';~ ""~~.!..,::<.:.~\~'..:::%';l;}i.'~....:~:~:,;;:-y ;'";.:~y-;:.c;..;,,'~"'\i'k!~\~ o t:i~\\\\..',t.:,W..\1'.;\.\':,": '.',~~'t',\,.';-,'> -;:. .-..- ":';:"':'~'::'<'$\'.:t:.~W,:-:::.\':.:'~\';';'~-::";\;~" >:.... -~..., ~.< " -.\:;::" ~.:.:;, ~l:":~!',:~;~ \:-S;'.~';; -:-~\: ~:.~' '~:~:':''': X<,:i;.:.:jF\';<:,~l)?Y.~;.?~f~'. Y.:~',~/'L::.,: .'.-:'(.{i(:;,I.i.;~V,,'~t~,:,,;:~:-~'i<;:::': . . '~;'>I~:{;::i.." v u u ~. .~ Advanced Interconnected Channel & Pond Routing (lCPR Ver 2.20) [3] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ******************************************************** --------Class: Pipe-------------~----------------------------------------------- Name: POND FrC?m Node: POND length(ft): 2 Group: BASE To Node: CREEK Count: 1 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Ci rcular Flow: Both Span(in): 4 4 Entrance loss Coef: 0.2 Rise(in): 4 4 Exit loss Coef: 0.2 Invert(ft): 741.35 741.35 Bend loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use dc or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use dn Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall --------Class: Simulation------------------------------------------------------- S:e3Ke3733eQ01~RAINAGEeICPRepR92Y24H Execution: Both Header: ---------HYDRAULICS-----------------------------HYDROLOGy-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 48 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 48 15 48 15 ---------GROUP SElECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 24 2.64 SCSII-24 ';,:.~~";:x.';'~:f:':;;:':;'-~,.~:.: ' '; .--,:;S,'.'~,,:,:"';,~F:;...:. :': ::;:)"'-', ":'.~~;,'L'.':,'i>~\}~'":U'~,':,, :, :/\\",-.';>>\'l.\'\',';\\~\~\i.~\\'.'.i(\;~J ~ .'" Q o -i Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [4] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- s:e3Ke3733e001eoRAINAGEeICPRepRe2Y2H Execution: Both Header: ---------HYDRAULICS-----------------------------HYDROLOGY------.------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01- Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 4 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 4 5 4 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] --------Class: Simulation------------------------------------------------------- s:e3Ke3733e001eoRAINAGEeICPRepRe2Y3H Execution: Both Header: Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 2 1.52 SCSII -24 ---------HYDRAULICS-----------------------------HyDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 SimEnd Time(hrs): 6 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 6 5 6 5 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 3 1.68 SCSII-24 ;":'ji:.W.,,;',',"" , ,'~ ;:,'"".,,h;~ 11',1.'. ~\!,'5.;h''''~ "'" '.~,;.i~, ~'.;.);.S;;':."i,;~":\,',', ",', :, ..r:. ;:..\~;.~\"" '.\~\;:...:" ~ \,' . ~ u u , Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [5] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ******************************************************** --------Class: Simulation------------------------------------------------------- s:e3Ke3733eD01eDRAINAGEeICPRSfRe2Y6H : Execution: Both Header: ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: O.O} Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 12 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: PInc(min): 12 15 12 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] --------Class: Simulation------------------------------------------------------- s:e3Ke3733e001eDRAINAGEeICPRepRe2Y12H Execution: Both Header: Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 6 1.98 SCSII-24 ---------HYDRAULICS-----------------------------HYDROLOGY--------------------" Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 24 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 24 15 24 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 12 2.4 SCSII -24 "' u o t" . Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [6] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ***********~******************************************** --------Class: Simulation------------------------------------------------------- s:e3Ke3733e00180RAINAGEeICPR8PRe10Y12H Execution: None Header: ---------HYDRAULICS-----------------------------HyDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: O.O} Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 24 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: PInc(min): 24 15 24 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] --------Class: Simulation------------------------------------------------------- s:e3Ke3733800180RAINAGEeICPRepRe10Y24H Execution: None Header: OVerride Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 12 3.6 SCSII -24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 48 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 48 15 48 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 24 4.08 SCSII-24 .. ,.' ~ ,.~ \i ,. "'.,, ' ;.'"' ,;..." . ,'., '~'M'..., ,-, ,__ ..._.... _~ ....<e..,.. __','.l. ",,;,<,,~,\_.'-_' ...." -'. ,... _,~ '" ,~..~_ ~~~~" .~,'"... ..,." ~. '..'""r.....,~':.,.."... ... .. u u ~ Advanced Interconnected Channel & Pond Routing (ICPRoVer 2.20) [7) Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ***********-******************************************** --------class: Simulation------------------------------------------------------- S:e3Ke3733~01~RAINAGEeICPRepRe10y2H ~ Execution: None Header: ---------HYDRAULICS-----------------------------HyDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: O.O} Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 4 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: Plnc(min): 4 5 2 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] --------Class: Simulation------------------------------------------------------- S:e3Ke3733eo01~RAINAGEeICPRePRe10Y3H Execution: None Header: Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 2 2.45 SCSI 1-24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 6 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: Plnc(min): 6 5 6 5 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 3 2.64 SCSII -24 .:\, u Q ~ , Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [8] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05 -10-01 ********** Input Report ******************************************************** --------class: Simulation-------------------------------------~----------------- S:~3K~3733~0018DRAINAGE~ICPR~R~10y6H Execution: None Header: ---------HYDRAULICS-----------------------------HyDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z ~actor: 0.014 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 12 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 12 15 6 5 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] --------Class: Simulation----------~-------------------------------------------- S:~3K~3733~018DRAINAGE~ICPR~PR~100Y15M Execution: None Header: OVerride Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 6 3.12 SCSII-24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 1 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: Plnc(min): 1 1 1 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 0.25 1.63 SCSII-24 :'" u u ~ . Advanced Interconnected Channel & Pond Routi'ng (lCPR Ver 2.20) [9i Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ******************************************************** --------Class: Simulation--------------~-------------------------------------~-- s:e3Ke3733e001SORAINAGEeICPRepRe2Y30M ~ Execution: None Header: ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Del ta Z Factor: 0.01.~ Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 2 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: Plnc(min): 2 5 0.5 1 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] --------Class: Simulation------------------------------------------------------- s:e3Ke37338001SORAINAGEeICPRepRe100Y24H Execution: Both Header: Override Defautts: Storm Dur(hrs): Rain Amount(in): Rainfalt File: Yes 0.5 0.99 SCSII -24 ---------HYDRAULICS-----------------------------HYDROLOGY-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 48 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: PInc(min): To Hour: PInc(min): 48 15 48 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 24 6 SCSII -24 .... u u ~ / .~ Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [10] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 ********** Input Report ******************************************************** --------class: Simulation------------------------------------------------------- S:83K837338001~RAINAGE8ICPR8PR8100Y12H Execution: Both Header: ---------HYORAULICS-----------------------------HyOROLOGy-------------------- Max Oelta Z (ft): 1 Delta Z Factor: 0.01~ Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 24 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: PInc(min): 24 15 24 15 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] . --------Class: Simulation------------------------------------------------------- S:83K837338001~RAINAGE8ICPR8PR8100Y6H Execution: Both Header: Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 12 5.16 SCSll-24 ---------HyDRAULICS-----------------------------HyDROLOGy-------------------- Max Delta Z (ft): 1 Delta Z Factor: 0.01 Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 12 Min Calc Time(sec): 0 Max Calc Time(sec): 600 To Hour: Plnc(min): To Hour: PInc(min): 12 5 12 5 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm Dur(hrs): Rain Amount(in): Rainfall File: Yes 6 4.5 SCSII-24 j-o' u ~ Advanced Interconnected Channel & Pond Routing CICPR Ver 2.20) [11] Copyright 1995, Streamline Technologies, Inc. St Elizabeth Seton Proposed 05-10-01 Q ********** Input Report **********-********************************************* --------class: Simulation------------------------------------------------------- S:e3Ke3733~01~RAINAGEeICPRepRe100Y3H : Execution: Both Header: ---------HYDRAULICS-----------------------------HyDROLOGY-------------------- Max Delta Z Cft): 1 Delta Z Factor: O.O~ Time Step Optimizer: 0 Drop Structure Optimizer: 0 Sim Start Time(hrs): 0 Sim End Time(hrs): 6 Min Calc Time(sec): 0 Max Calc TimeCsec): 600 To Hour: PlncCmin): To Hour: PlncCmin): 6 5 6 5 ---------GROUP SELECTIONS---------------------------------------------------- + BASE [05/09/01] Override Defaults: Storm DurChrs): Rain AmountCin): Rainfall File: Yes 3 3;87 SCSII-24 ..,;.. u u f> ;. EXHIBITS EXHIBITS Vicinity Map Soil Map Wetland Map Flood Map ~ ~ , " ~!... 1.'.' ''-'''.' h_',' . ~. ,~, , ,,',.l,'.\ \'.-...'\', ('_'~" ~ "" \i......'. Il.,' " , "",,' ,,'\' , , ".. - ' .. CJ ~ ~ u Vicinity Map 1 "=400' . c: {i r~ '" w Wetland Map 1 "=400' CJ ~ ~ u " VII ".... ~fI ..........' , ~1 ~I . ~ Flood Map 1 n=400' c C] ~ ,. ~