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HomeMy WebLinkAboutHydrology and Hydraulic Study u u "U " Beginning a Second Decade Making ... "Your Project, Our Priority" Hydrology and Hydraulic Study of Laurel Ridge In Hamilton County, Indiana Prepared for: Hamilton County Surveyor October 2005 Banning Engineering, P.C. . 698 Tower Road, Suite 100 . Plainfield, IN 46168 Phone: (317) 839-2581 '. Fax: (317) 838-9171 . E-mail: banning@BanningEngineering.com I: u u u Beginning a Second Decade Making ... "Your Project, Our Priority" Drainage Narrative for: LAUREL RIDGE (OVERALL) Existine Characteristics: The purpose of the project is to develop approximately 47 acres of ground into a residential subdivision containing 17 residential lots. The proposed site is located on the east side of Ditch Road south of 116th Street in Section 10, Township 17 North, Range 3 East, Center Township, Hamilton County. Desien Criteria: Adjoining land conditions: North: Residential South: Residential East: Residential West: Residential Existine Soil Name & Tvnes: CrA - Crosby (C) Bs - Brookston (BID) MmB2 - Miami (B) Sh - Shoals (C) Site Drainaee Analvsis: After review of soil types and on site characteristics, we have determined that there are four major drainage basins draining this ~arcel (See Existing Drainage Basin Map). The northeast basin (Basin AI) drains east off site via the 106 Street roadside ditch. The northwest basin (Basin B 1) drains to an existing pond, flows under Ditch Road, and eventually discharges into Spring Mill Run. The largest basin (Basin C 1) drains south to Spring Mill Run (Point C). The smallest basin (Basin C5) collects in a pond, and then discharges into Spring Mill Run (point C). There are three major offsite basins associated with the site. Basin C20ff enters the site from the west through a 66" diameter CMP. Once runoff from Basin C20ff gets onsite it travels through the existing southern pond, and eventually discharges into Spring Mill Run (point C). Basin C30ff is the upstream watershed of Spring Mill Run. For the purpose of this model runoff associated with Basin C3 Off will be ignored since the development will not effect Basin C30ffbypassing through the proposed site. Basin C40ff is a small offsite basin that travels though an 18" CMP to the existing southern pond eventually discharging into Spring Mill Run. 1- u u u Existine Model Summary: Win Tr-55 was used to acquire existing Tc and CN values. These values were then put into an ICPR model containing the existing site conditions. Offsite and onsite basins both were input into the model. A critical duration storm series using Huff rainfall depths, durations, and corresponding 50% exceedence rainfall distribution was used for the analysis. Summarizing printouts are attached for your review. To help establish a required discharge, offsite and onsite basins were routed separately. Once calculations were completed, 1 00- Year offsite flows were added to 1 0- Year onsite flows to obtain the proposed 1 00- Year maximum discharge. Subsequently, 1 0- Year offsite flows were added to 2- Year onsite flows to obtain the proposed 10- Y ear maximum flow. We have been asked by the Hamilton County Surveyors Office to plug the existing discharge pipe for the northern pond under Ditch road. In a site meeting with Greg Hoyes (9-1-05) it was concluded that we should add the discharge from the northern pond (Point B) to the flow at Point C when establishing the allowable discharges for the site. Proposed Drainaee Analvsis: (See Post Development Basin Map) In the proposed developed state the sites drainage pattern will remain similar to the existing state. One major difference is that little or no stormwater will leave the site to the east along 106th Street. The existing pond (Pond 1) on the north end of the property will be expanded to better serve the proposed development. Another pond (Pond 2) will be added in the southwest comer of the proposed development. This pond along with the existing southern pond (Pond 3) will work in tandem to detain offsite stormwater from Basins C2 & C40ff. The overdetention of the offsite stormwater will counter balance direct discharge from Basins 145, 143, 142, 140, 128 and Basin 3. Below is a table summarizing allowable and proposed maximum discharges for the development. We believe the proposed development meets or exceeds the current stormwater regulations for Hamilton County. To achieve 80% TSS removal for the direct discharge stormwater, two Stormceptors have been added to the proposed development. The stormceptors will be located at structures 128 and 141. Sizing for the Stormceptor units was done per the letter issued by Rinker Materials dated February 23,2005. A BMP Sizing appendix is attached for your review. Proposed Model Summary: ICPR software from Streamline Technologies, Inc. was used to model the site in its developed state. Input data was pulled from development plans. This includes elevation/area relationships for retention ponds, and the stromwater pipes that connect them. Internal pond basins were estimated based upon this data also. Offsite drainage basins delineated in the existing conditions were added to the stormwater collection/retention system at the appropriate locations in the proposed model. A critical duration storm series using Huff rainfall depths, durations, and corresponding 50% exceedence rainfall distribution was used for the proposed analysis. Allowable Discharees: 100- Year Allowable Point B 10- Y ear Onsite: 1.5 CFS Point C 10- Y ear Onsite: 8.0 CFS Point C 100- Y ear Offsite: 72.4 CFS 10-Year Allowable Point B 2- Y ear Onsite: 0.7 CFS Point C 2- Year Onsite: 2.9 CFS Point C 10-Year Offsite: 21.7 CFS Allowable 100- Y ear Disc: 81.9 CFS Allowable 10- Y ear Disc: 25.3 CFS '" Dischar~e Reauirements: u D" h 100 Y ISC ar2e - ear Location 100- Y ear Allowable 100- Year Proposed Point A * 1.4 CFS Little or no discharge Point B * 1.5 CFS Little or no discharge Point C 81.9 CFS 72.3 CFS *Point to have little or no discharge in proposed state. D" h 10 Y ISC ar2e - ear Location 10- Year Allowable 10- Y ear Proposed Point A * 0.5 CFS Little or no discharge Point B* 0.7 CFS Little or no discharge Point C 25.3 CFS 21.2 CFS *Point to have little or no discharge in proposed state. References: u Design data and methods are based on the following reference materials: 1. Hamilton County Ordinance No. 4-26-99-C 2. Hamilton County Soils Map 3. USGS Mapping 4. Win TR-55 5. ICPR v3.02, Service Pack 5, Streamline Technologies, Inc. 6. HERPICC Stormwater Drainage Manual, July 1995 7. Rainfall Frequency Atlas of the Midwest - Bulletin 71 u ,- . U. LIST OF APPENDICES 1. SOILS MAP 2. USGS MAP 3. FLOOD PLAIN MAPPING 4. SITE PLAN 5. EXISTING BASIN MAP 6. EXISTING CONDITIONS CALCULATIONS a. 100- YEAR b. 10-YEAR c. 2- YEAR 7. EXISTING CONDITIONS Tc AND CN VALUES 8. EXISTING CONDITIONS ICPR INPUT DATA 9. PROPOSED BASIN MAP 10. PROPOSED CALCULATIONS a. 100- YEAR b. 10-YEAR I( . c. 2- YEAR VII. PROPOSEDTcANDCNVALUES 12. PROPOSED ICPR INPUT DATA 13. INDIVIDUAL BASIN MAP 14. STORM SEWI;g.~\ RATIONAL METHOD 15. STORMSEWER~PIPEDESIGN 16. STORM SEWER - TIME OF CONCENTRATION 17. STORM SEWER - GUTTER CALCULATIONS 18. BMP SIZING ' 'U u u ~ I- U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE HAMilTON COUNTY, J SOIL LEGEND CULTURAL The first capital letter is the initial one of the soil name. The lower case that follows separates mapping units having names that begin with the same letter, except that it does not separate sloping or eroded phases. The second capital letter indicates the class of slope. Symbols without a slope letter are those with a slope range of 0 to 2 percent, or they are for miscellaneous areas with considerable range of slope. A final number, 2 or 3, in the symbol indicates that the soil is eroded or severely eroded, respectively. SYMBOL ~Br MmA _ MmB2 _ MmC2 MmD2 - MoC3 _ MoD3 MxA DcA OcB2 Or u Pa Pn Ps pt Ra Ro _ Sh St Sx We Wh / BOUNDARIES National, state or provine County or parish NAME Minor civil division Brookston-silty clay loam erA Reservation (national for. state forest or park, and large airport) Crosby silt loam, 0 to 3 percent slopes FnA FnB2 FxC3 Fox loam, 0 to 2 percent slopes Fox loam, 2 to G percent slopes, eroded Fox clay loam, 8 to 18 percent slopes, severely eroded land grant Ge Genesee silt loam Limit of soil survey (label HeF Ho Hennepin loam, 18 to SO percent slopes Houghton muck Field sheet match line & n. Miami silt loam, 0 to 2 percent Slopes Miami silt loam, 2 to G percent slopes, eroded Miami silt loam, G to 12 percent slopes, eroded Miami silt loam, 12 to 18 percent slopes, eroded Miami clay loam, G to 12 percent slopes, severely eroded Miami Clay loam, 12 to 18 percent slopes, severely eroded Milton Variant silt loam, 0 to 2 percent slopes AD HOC BOUNDARY (label: Small airport, airfield; Par cemetery. or flood pool STATE COORDINATE TICK NnA lAND DIVISION CORNERS (sections and land gra~ts) ROADS Nineveh loam, 0 to 2 percent slopes Ockley silt loam, 0 to 2 percent slopes Ockley silt loam, 2 to G percent slopes, eroded Orthents Divided (median shown if scale permits) , Other roads Palms muck Patton silty clay loam Patton silty Clay loam, limestone substratum Pits Trail Randolph Variant silt loam Ross loam ROAD EMBLEMS & DE~IGNJ Shoals si It loam Sleeth loam Sloan silty clay loam, sandy substratum Interstate Federal Westland silty Clay loam Whitaker loam State County, farm or ranch RAilROAD POWER TRANSMISSION LINE (normally not shown) PIPE LINE (normally not shown) FENCE (normally not shown) lEVEES Without road With road With railroad DAMS large (to scale) Medium or tmall PITS Gravel pit Mine or quarry II l.O LO 0::: W co ~ => Z I- w w I (/) <( Z <( o ~---- >- I- Z => o o z o ~ ~ <( I ~ Z-;" ~-!"""'~~'>""''''''''':''''''''''''-~'''-~''I'~. uo. sod" llJ1!W lCOiddtr all!,'UMO 'SJaUJOJ UO!SI^I PUIlI lie s:t JI IIIW PJ~ . "paUO!l!sod ^IaIVW!loJddIIUf 'UMOqs J! 'Slau103 UO!S!A!P PUel pun'll:)" pp3 31eu!lUOO:) .s8!:lua8e IIU[11J9II003 pue i1J!^,i!lS UQ!ltAJaSOD::II!OS '8lRUn)!J8'd )0 lUilW1JIldaa .S "n iI~n Aq ,(qd1!180l0qd It!A! Zl6t uo palldlllOO 51 dew s\lt! N t.'> E ~ jaa.:l 000 9 ~-- 0178 9r:r ale:JS " 0 f"Irv, +,. " - / 000 t 000 ;> ("'!Ii" C ;; ~. u u u Z b o ci 10 10 a, (') o / U " Name: CARMEL Date: 5/6/2005 Scale: 1 inch equals 2000 feet Location: 039056' 11.5" N 0860 10' 29.7" W Caption: Laurel Ridge Copyright (C) 1997, Maptech,/nc. u u u 86" 1.1' 15" 56' 15" JOINS PANEL 0208 I !, APPROXIMATE SCALE 500) 0 ~ I--t 1---1 500 FEET I \ fI~~ CJ oL:::D 3 ~ '" '" ~ J: NAnONAL FLOOD INSURANCE PROGRAM ZONE X FIRM FLOOD INSURANCE RATE MAP HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS ROYALTON o City of Carmel (Extraterritorial Jurisdiction) 180081 t::::) SPRING MILL RUN c a: (SEE MAP INDEX FOR PANELS NOT PRINTEDI " J: U I- _00>0 ; CT 5 ..., NUMBER PANEL SUFFIX 180081 0218 180080 0218 ZONE X c a: <( ~ J: DEERFIELD CIR Notice to User: The MAP NUMBER sho,," below should be uoed when placing map orders; the COMMUNnY NUMBER shown above should be used on insurance applications for the subject community. MAP NUMBER 18057C0216F EFFECTIVE DATE: FEBRUARY 19, 2003 -- COUNTY BOUNDARY Federal Emergency Management Agency I ( This :5 an official copy of a portion of the above referenced flood map. tt was €!xtracted using F-MIT On-Une. This map does not reflect changes or amendments which may have been made subsequent to the date on the title n~oCk. For the latest product information about National Flood Insurance Program tlood maps check the FEMA Flood Map Store at wWw.msc.fema.gov ../ QUEENS WY I 500, I--i i i APPROXIMATE SCALE o 1?ooo--I 1---1 500 FEET I NATIONAL FLOOD INSURANCE PROGRAM ~ RFC~AI nR 0 a: g 0 c!? z 0 <II Z :I: 0 ...., 0 a: ~ :I: W loaTH ST d> 0 a: 0 :$ ~ u 0 ~ a: w r) ~ 0 g ~ a: ~ Z ~ FIRM FLOOD INSURANCE RATE MAP HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS PANEL 208 OF 290 (SEE MAP INDEX FOR PANELS NOT PRINTED) "\ NUMBER PANEL ~ / 180081 0208 1S00a0 0208 F F W 106TH ST Z ...J a: w c.. :2 ::> ...., ZONE X Notice to User. The MAP NUMBER shown below should be used when placing map orders; the COMMUNITY NUMBER shown above should be used on blsurance appUcations for the subject community. MAP NUMBER 18057C0208F EFFECTIVE DATE: FEBRUARY 19, 2003 3 ~ <II <II ::> :I: ZONE X Federal Emergency Management Agency 056' 15" 660 II' 15" JOINS PANEL 0216 This islan official copy of a portion of the above referenced flood map. It was extracted using F-MIT On-Une. This map does not reflect changes or amendments which may have been made subsequent to the date on the title b1~k. For the latest product information about National Flood Insurance Program ftood maps check the FEMA Flood Map Store at www.msc.fema.gov ", ./ .- .. '.1..-,~.~,'~.;, .;"l.;' "..:_'..:"'" ""_',.'_~ "'-'__"~,"".,_, . c 't~ c - BASE FLOOD FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATION (FEET NGVD) . SECTION MEAN CROSS SECTION DISTANCE WIDTH AREA VELOCITY REGULATORY WITHOUT WITH INCREASE (FEET) (SQUARE (FEET PER FLOODWAY FLOODWAY FEET) SECOND) Sly Run West Fork 1.3101 A 205 356 2.2 822.6 822.6 822.7 0.1 B 1.7601 . 131 218 3.6 825.2 825.2 825.3 0.1 C 1.9201 321 1.425 0.5 829.6 829.6 829.6 0.0 Spring Mill Run 7502 A 143 213 4.5 797.6 797.6 797.7 0.1 B 1.1882 71 234 4.1 801.2 801.2 801.3 0.1 C 1 ,3252 71 237 4.1 801.2 801.2 801.3 0.1 D 1.4892 55 180 5.4 801.9 801.9 801.9 0.0 E 1.8432 46 170 5.7 804.2 804.2 804.3 0.1 F 2.1382 50 156 6.2 806.1 806.1 806.2 0.1 G 3,2422 134 260 3.7 812.2 812.2 812.2 0.0 H 4.7412 94 199 4.9 820.0 820.0 820.1 0.1 I 5,1432 47 134 7.3 822.6 822.6 822.6 0.0 J 5,53g2 103 266 3.3 826.2 826.2 826.2 0.0 K 5,76f 115 378 2.3 827.0 827.0 827.1 0.1 L 5.8032 115 781 1.1 830.6 830.6 830.6 0.0 M 5,8502 91 381 2.1 830.6 830.6 830.6 0.0 N 6,6322 40 116 6.9 832.9 832.9 833.0 0.1 0 7.1022 113 301 2.7 837.5 837.5 837.6 0.1 P 7.6722 419 330 2.4 839.6 839.6 839.7 0.1 Q 7,6932 386 751 1.1 844.2 844.2 844.2 0.0 R 8,0102 59 204 3.9 844.2 844.2 844.2 0.0 S 8,3272 68 177 4.5 845.2 845.2 845.3 0.1 T 9,0242 82 154 5.2 848.6 848.6 848.7 0.1 U 9.4782 50 171 4.2 851.4 851.4 851.5 0.1 1. Feet above confluence with Sly Run 2Feet above confluence with Williams Creek ~ OJ r- m en FEDERAL EMERGENCY MANAGEMENT AGENCY HAMILTON COUNTY, IN AND INCORPORATED AREAS FLOODWAY DATA SLY RUN WEST FORK - SPRING MILL RUN Stream Channel "n" Overbank "n" Duck Creek 0.029-0.035 0.032-0.093 Elwood Wilson Ditch 0.035-0.050 0.055-0.075 Fall Creek 0.060 0.070 Herney Creek 0.030-0.065 0.030-0.240 Hinkle Creek 0.045 0.055-0.090 Hot Lick Creek 0.030-0.065 0.030-0.240 Kirkendall Creek 0.032-0.065 0.030-0.090 Little Cicero Creek 0.045 0.120 Little Cool Creek 0.040-0.060 0.050-0.090 Little Eagle Creek 0.035-0.055 0.045-0.085 Mallery Granger Ditch 0.030-0.050 0.045-0.080 Mill Creek 0.035-0.055 0.050-0.090 Mitchener Ditch 0.030-0.080 0.030-0.150 Mud Creek 0.070 0.075 Musselman Ditch 0.035-0.055 0.050-0.080 North Cool Creek 0.045-0.060 0.065-0.090 Sand Creek 0.050 0.065 Sly Run 0.030-0.055 0.Q60-0.095 Sly Run (East Fork) 0.030-0.055 0.060-0.095 Sly Run (West Fork) 0.050-0.055 0.Q75-0.080 ~ Spring Mill Run 0.040-0.060 0.050-0.080 Stony Creek 0.080 0.080 Unnamed Tributary Little Eagle Creek 0.030 0.035 Vestal Ditch 0.030-0.070 0.040-0.070 West Fork White River 0.020-0.065 0.030-0.240 Well Run * * Williams Creek 0.030-0.065 0.030-0.240 *Data not available 3.3 Vertical Datum ~ I-IA~ I L TD~ (Il)rviY TABLE 5 - MANNING'S "n" VALUES - continued 'i ) i"1 [.: I: I: II II I: I, I' All FISs and FIRMs are referenced to a specific vertical datum. The vertical datum provides a starting point against which flood, ground, and structure elevations can be referenced and compared. Until recently, the standard vertical datum in use for newly created or revised FISs and FIRMs was the National Geodetic Vertical Datum of 1929 (NGVD 29). With the finalization of the North American Vertical Datum of 1988 (NA VD 88), many FIS reports and FIRMs are being prepared using NA VD 88 as the referenced vertical datum. All flood elevations shown in this FIS report and on the FIRM are referenced to NGVD 29. Structure and ground elevations in the community must, therefore, be referenced to NGVD 29. It is important to note that adjacent communities may be referenced to NA VD 88. This may result in differences in base flood elevations across the corporate limits between the communities. I' I 11 I i 23 ::;,-~ ..,.... ..::{: .~~ .:,'~ ,:~ ~ ...' TABLE 4 - SUMMARY OF DISCHARGES - continued , FLOODING SOURCE DRAINAGE AREA . PEAK DISCHARGES (cfs) AND LOCATION (SQ. miles) 10- YEAR 50-YEAR 100- YEAR 500- YEAR SLY RUN (continued) Just upstream of confluence with West Fork 1.54 600 800 860 1 ,100 At a point approximately 2,370 feet upstream of Little Chicago Road 1.11 510 680 780 980 SPRING MILL RUN At confluence with Williams Creek 2.60 640 830 970 1,290 At a point approximately 750 feet downstream of Howard Johnson Ditch Road 2.34 510 720 870 1,120 i At a point approximately :1 312 feet upstream of ;',: . Howard Johnson 'I' . Ditch Road 2.05 500 700 800 1,025 i At confluence with Well Run 1.50 440 620 720 950 f \ i I STONY CREEK Ii I,r At confluence with " the West Fork White River 57.2 2,200 3,180 3,600 4,400 ." f : \ At a point approximately i . j 1.4 miles downstream i , of Private Drive 52.0 2,080 3,010 3,400 4,200 At a point approximately 150 feet downstream of Chapel Drive 48.5 1,990 2,820 3,200 3,960 Just downstream side . of Interstate Highway 32 36.5 1,640 2,350 2,700 3,280 VESTAL DITCH At confluence with the I I West Fork White River 10.7 * * 2,510 3,580 ! I At 1315t Street 10.3 * * 2,430 3,480 I Just downstream of Cherry Tree Road 8.9 * * 2,190 3,130 Just downstream of confluence with Kirkendall Creek 8.5 * * 2,090 2,990 At 146th Street 3.9 * * 1,5501 2,2302 At 161st Street 2.7 * * 850 1,220 *Data not available IThis discharge is increased by 410 cfs in the model to show the contribution of the split flow U from Kirkendall Creek (floodway computation also uses 1,550 cfs) ~s discharge is increased by 610 cfs in the model to show the contribution of the split flow . from Kirkendall Creek . 18 ____ r u u , u L LAUREL RIDGE RESIDENTIALSUBDMSION CONTAINING 47.1 AC +/" NW 1/4, SEC. 10-T17N-R3E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PROJECT ADDRESS: 10479 DITCH ROAD, CARMEL,IND\ANA46032 DOCKET NO. 05060043 PP 05060044 SW: 6.03.04 05060045 SW: 8.09.02 05060046 SW: 6.03.19 05060047 SW: 6.03.22 05060048 SW: 8.09.02 05060049 SW: 8.09.02 05060050 SW: 6.02.01 PROJECT LOCATION ~\ ) l1 06th str.\at I ~ ::! g ~ t 'D ~ .. ::! & VICINITY MAP ~ 10 g NO SCALE .. is \. u OPERATING AUTHORmES GAS veCTREN P.O.Box1700 -.......- 317-7"16-&U3 Jim ScoIl EL.ECTB!C ClNERGY I PSI 1441 South GuIlford Roed ClumeI. ....... """'" 317-77&6347 lUd<_ SANITARY CLAVTQWNSHIP REGIONAL WASTE DISTRICT 10701 Norm CoIIeg8 Awnuo. SUIIIt Ii 1ndIanapaIIs. ............. ""'tW.,..", SCHOOL DISTRICT CAHMt:LJ l4,AY 5liHUuL::li 5201 East 131st Street Cannel. 1"""'- RonF....... WATER 'VEOUA. WATER INDIANAPOUS 1220 W_Soulevanl P.O. Bole 1220 IndJanapOIIo, indiana...... 317.263-6309 _ShcddeY "1ElEPHONe sac 5858""""~- _1ndJano4822ll 311...fIT2JJ700 -- CX)}dMQN AREA .~. j t. ..~...\\ 1. smeers HANILIUNUJUNIY HlGHWAY DEPARTMENT 1770 SouIh 101h Shet --- 317.77'3-7770 """'- STORM RRE DEPARTMENT HAMlLIUNCOUNTY CARMt:L/ClAY 1~t1U;' ORAINAGE BOARD ARE DEPAR11lEllT One_CounlySq.....SUlIoI88 AreHellllq"-'_.' ~~- =:...... 317-571.2600 r t SITE MAP SCALE: 1'=200' SHEET NO 1 2 3 H &-7 8 . 10 1'-12 13-15 16-17 18 19-20 21 22 23 2. 25 26 STREET NAME CHART ~~ Ismeer~Gm I 125 MPH DESIGN SPEEDj HOl-~J,IOl.EY!WrS "DIG SAFElY' RMSIONS DESCRIPTION ~ DATE "lTSTHE LAW' OICL2~.lM'7'--Jal- ~ ".,~~~ ...-m<''-''- '/IItfICW~DOIr~ ~__nooAi'_&AW ---- _\?N_Tecnp\dms12563\041S1Iitdgn 1013t20053:44:55 PM PROJECT LOCATION COHEN - :!! ~ ~ ~ f ...... III C S Ql III ~ :s LOCATION MAP i NO SCALE 1 DEVELOPER & PROPERTY OWNER JB COHEN 210 EAST 91st STREET, SUITE A INDIANAPOLIS, INDIANA 46240 PHONE: 317-844-4467 FAX: 317-844-4527 CONTACT: JEFFERY B. COHEN DATE OF SUBMISSION: REVISED: SOURCE OF TITLE: 12 I REA L T Y COR :p 13 SHEET INDEX DESCRIPTION mtE SHeer E>OS1lNG TOPOGRAPHV PIAN D'J8WL AND SIGNAGE PlAN GRADING AND llRAlNAGE PIAN smfEI' PIAN AND PROfILE IN1ElSECIION DETAIlS E!IlllAIlCE PIAN SANIT_ SEWER PUN SANIT_ SEWER PUN AND PAIF1lES sroRM SEWER PUN AND PROALE WArd! IoIAIN PIAN INll1N- EROSION CONTROL EROSION .AND SIDIMENT CONTROL PlAN EROSION COIIlROl DETAIlS EROSION COIIlROl srANOAAOS 5l'ECRCAnONS SANfTARY s....=wER DEiAD..S STDflM SEWER DETAIlS ldlSCElWIEOUS DETAIlS PlAT lAN[lSCAPE PlAN EXISTING ZONING: S 1 CONSTRUCTION DOCUMENTS PROJECT MANAGfR; DATE: niESE PLANS ARE NOTTO BE CONSIOERED ANAL OR TO BE UT1UZED FOR CQNSTRUcnON UNLESS SIGNED AND DAlEn FNlHEAPPROPRlAlE BANNING ENGINEERING pROJECT MANAGER. . PLANS PREPARED BY: ~HJ!J!rr 698 7V~ ROAD, sunc #700 PLAfNFfELD, fN 46768 BUS. (377) B39-2SBT, FAX (377) 838-977'1 E-MAIL bannjng@banning--eng.com CONTACT: LANCE G. FERRELL CERTIFIED BY: I. DATE: y y y '-- ~ SO-S-Ol VNVIONI 'A.LNnOO NOJ.lIV\1VH Ulo~'aua-aU!UUl1q@aU!UUl1q :OfllO 71YW~ NMOHS S\f Ul6-8e8 Ule) xv:! 'l8SZ'-6e8 Ule) 'Sn8 :OJllOS 89l9v N/ '073'/:!NIY7c1 - OOl# 3'J./ns 'avo~ ~3'MOJ. 869 ~ '0 :P8>IOO4O ~ I'nl' 3E)a1~ 13~nV1 -!JNiN~ ~ ~ - :UMOJ(J OlllO SUO!S!^9 :pouBISOQ dVV\I NISV8 3J.IS.::I.::IO J ! I ~M o , \..,'........., \ "" '. :" '~..., LJ 1 1 <l> 1 I <I)~, ... ~'''"' . /';-',-~ .. '-} i '--t-.,o 0' i ",.'/ -.. H-1!~ .' / '/~~I ~J/ r ~ -~ C.......---"'"",- '.:-\ ....-\1' /'8 <...... . -'",) ) · i I 0 I , . ........... ~ ., )' .//1 ~. ~ CJ '1--~1'~' ~/ / -""'1:,\. \ \ t ! t...,." \ .~ :...____ ".__' 3Nl:JOIil-.3. )0 \'\j' Ij ) ~~ · \ (:=) J\1 \. .t...--..... '1. ,/ / 'J III-J I J'.:.I ,~"r ~ ;:! ~ i ~ ~ t! .~ ~I I B, / " v. V \ ~. .-L u ~ ~ ~ ..c .-c -c JLM lOa-Year' 0 ff'1 ITfl,) 10-10-05 Existing Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs B Culvert BASEhuff_100yr_01hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff 100yr 02hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff:100yr:03hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff_100yr_06hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff_l00yr_12hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff_100yr_24hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASE huff_100yr_30m 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 Off West BASEhuff_100yr_01hr 1.19 826.733 830.000 0.0050 10318 1. 08 74.372 1.19 72.746 Off West BASEhuff_l00yr_02hr 1. 89 826.524 830.000 0.0050 9992 1. 83 66.533 1. 89 66.268 Off West BASEhuff 100yr 03hr 1. 44 826.140 830.000 0.0050 9391 1.33 55.624 1. 44 54.801 Off West BASEhuff:100yr=06hr 2.06 825.886 830.000 0.0045 8991 2.00 48.116 2.09 47.519 Off West BASEhuff_100yr_12hr 5.72 825.666 830.000 0.0021 8644 5.67 41.707 5.72 41. 564 Off West BASEhuff_100yr_24hr 16.79 825.439 830.000 -0.0012 8284 16.75 35.775 16.79 35.669 Off West BASE huff_100yr_30m 0.85 825.846 830.000 0.0050 8929 0.75 49.452 0.85 46.441 Off West 2 BASEhuff_100yr_01hr 1.14 831. 015 835.000 0.0009 4432 0.92 2.302 1.14 1.784 Off West-2 BASEhuff_100yr_02hr 1.86 831.004 835.000 0.0009 4432 1. 67 1. 815 1. 84 1. 734 Off West-2 BASEhuff_100yr_03hr 2.57 830.934 835.000 0.0009 4430 1.00 1. 659 2.55 1. 425 Off West-2 BASEhuff_100yr_06hr 2.07 830.859 835.000 0.0008 4428 1. 83 1. 328 2.07 1.119 Off West-2 BASEhuff_100yr_12hr 5.66 830.856 835.000 0.0005 4428 5.50 1.152 5.64 1.109 Off West-2 BASEhuff_100yr_24hr 16.78 830.828 835.000 -0.0002 4427 16.75 1. 018 16.77 1. 002 Off West-2 BASE huff_100yr_30m 0.79 830.801 835.000 0.0009 4426 0.58 2.016 0.79 0.903 Point A BASEhuff_100yr_01hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_100yr_02hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_100yr_03hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_100yr_06hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_100yr_12hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_100yr_24hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASE huff_100yr_30m 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point B BASEhuff_100yr_01hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_100yr_02hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_100yr_03hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_100yr_06hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_100yr_12hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_100yr_24hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASE huff_100yr_30m 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point C BASEhuff_100yr_01hr 0.00 819.000 822.000 0.0000 18 1.29 72.396 0.00 0.000 Point C BASEhuff_100yr_02hr 0.00 819.000 822.000 0.0000 18 1.93 67.947 0.00 0.000 Point C BASEhuff_100yr_03hr 0.00 819.000 822.000 0.0000 18 2.48 54.716 0.00 0.000 Point C BASEhuff_100yr_06hr 0.00 819.000 822.000 0.0000 18 2.21 47.707 0.00 0.000 Point C BASEhuff_100yr_12hr 0.00 819.000 822.000 0.0000 18 5.78 42.620 0.00 0.000 Point C BASEhuff_100yr_24hr 0.00 819.000 822.000 0.0000 18 16.84 36.620 0.00 0.000 Point C BASE huff_100yr_30m 0.00 819.000 822.000 0.0000 18 1.32 19.193 0.00 0.000 Pond 1 BASEhuff_100yr_01hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_100yr_02hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_100yr_03hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_100yr_06hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_100yr_12hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_100yr_24hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASE huff_100yr_30m 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 3 BASEhuff_100yr_01hr 1.29 821. 824 825.000 0.0050 33840 1.19 74.501 1.29 72.396 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. Page 10f2 \ /C c c JLM 10-10-05 Existing 100-Year Name Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs' ft ft ft ft2 hrs cfs hrs cfs BASEhuff_100yr_02hr 1. 93 821. 805 825.000 0.0050 33701 1.89 68.001 1. 93 67.947 BASEhuff_100yr_03hr 2.48 821. 742 825.000 0.0050 33230 1. 44 55.989 2.48 54.716 BASEhuff_100yr_06hr 2.21 821.703 825.000 0.0050 32935 2.09 48.637 2.21 47.707 BASEhuff_100yr_12hr 5.78 821. 671 825.000 0.0046 32697 5.72 42.672 5.78 42.620 BASEhuff_100yr_24hr 16.84 821. 628 825.000 0.0013 32373 16.79 36.671 16.84 36.620 BASE huff_100yr_30m 1.32 821. 410 825.000 0.0050 30725 0.85 47.320 1.32 19.193 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of2 c c JLM 10-19-05 Existing 100-Year 2 Hour Hydrograph Includes Both Onsite and Offsite Flows 100 60 - ~ ~ ~ l;:: .= (ij .- 40 ~ Node Point C 80 c - hufC 1 00yr_02hr 6 8 20 o o 2 4 Time(hrs) Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. w w u -c -c -c JLM 10-6-05 Existing Onsite la-year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs B Culvert BASEhuff_010yr_Olhr 1.29 837.044 840.250 0.0057 167 1.54 0.167 1.29 0.431 B Culvert BASEhuff_010yr_02hr 2.60 837.050 840.250 0.0057 175 2.40 0.518 2.60 0.661 B Culvert BASEhuff_010yr_03hr 3.52 837.055 840.250 0.0057 177 3.32 0.754 3.52 0.809 B Culvert BASEhuff_010yr_06hr 6.14 837.075 840.250 0.0057 179 6.21 1.128 6.14 1.229 B Culvert BASEhuff_010yr_12hr 10.37 837.076 840.250 0.0057 179 10.97 1. 206 10.37 1. 236 B Culvert BASEhuff_010yr_24hr 19.63 837.091 840.250 0.0057 180 19.37 1. 435 19.63 1.471 B Culvert BASE huff_010yr_30m 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 Off West BASEhuff_010yr_01hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_OlOyr_02hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_OlOyr_03hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_010yr_06hr 0.00 822.380 830.0.00 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_010yr_12hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_010yr_24hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASE huff_010yr_30m 1.04 824.412 830.000 0.0050 7839 0.75 11.156 1.04 8.117 Off West 2 BASEhuff_010yr_01hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_010yr_02hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_010yr_03hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_010yr_06hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_010yr_12hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_010yr_24hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off wes() BASE huff_010yr_30m 0.95 830.449 835.000 0.0003 4394 0.58 0.393 0.93 0.070 Point A BASEhuff_010yr_01hr 0.00 845.000 846.000 0.0000 0 1.00 1. 439 0.00 0.000 Point A BASEhuff_010yr_02hr 0.00 845.000 846.000 0.0000 0 1. 75 1. 317 0.00 0.000 Point A BASEhuff_010yr_03hr 0.00 845.000 846.000 0.0000 0 2.50 1.128 0.00 0.000 Point A BASEhuff_010yr_06hr 0.00 845.000 846.000 0.0000 0 3.67 0.805 0.00 0.000 Point A BASEhuff_010yr_12hr 0.00 845.000 846.000 0.0000 0 5.50 0.865 0.00 0.000 Point A BASEhuff_010yr_24hr 0.00 845.000 846.000 0.0000 0 16.74 0.897 0.00 0.000 Point A BASE huff_010yr_30m 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point B BASEhuff_010yr_01hr 0.00 837.040 840.000 0.0000 19 1.29 0.431 0.00 0.000 Point B BASEhuff_010yr_02hr 0.00 837.040 840.000 0.0000 19 2.60 0.661 0.00 0.000 Point B BASEhuff_010yr_03hr 0.00 837.040 840.000 0.0000 19 3.52 0.809 0.00 0.000 Point B BASEhuff_010yr_06hr 0.00 837.040 840.000 0.0000 19 6.14 1.229 0.00 0.000 Point B BASEhuff_010yr_12hr 0.00 837.040 840.000 0.0000 19 10.37 1. 236 0.00 0.000 Point B BASEhuff_010yr_24hr 0.00 837.040 840.000 0.0000 19 19.63 1.471 0.00 0.000 Point B BASE huff_010yr_30m 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point C BASEhuff_010yr_01hr 0.00 819.000 822.000 0.0000 18 1.00 7.987 0.00 0.000 Point C BASEhuff_010yr_02hr 0.00 819.000 822.000 0.0000 18 1. 75 7.638 0.00 0.000 Point C BASEhuff_010yr_03hr 0.00 819.000 822.000 0.0000 18 2.50 6.525 0.00 0.000 Point C BASEhuff_010yr_06hr 0.00 819.000 822.000 0.0000 18 4.83 4.621 0.00 0.000 Point C BASEhuff_010yr_12hr 0.00 819.000 822.000 0.0000 18 5.50 5.016 0.00 0.000 Point C BASEhuff_010yr_24hr 0.00 819.000 822.000 0.0000 18 16.75 5.145 0.00 0.000 Point C BASE huff_010yr_30m 0.00 819.000 822.000 0.0000 18 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_010yr_01hr 1.57 840.171 844.000 0.0006 44693 1.00 4.424 1. 54 0.167 Pond 1 BASEhuff_010yr_02hr 2.41 840.356 844.000 0.0013 45662 1. 75 4.016 2.40 0.518 Pond 1 BASEhuff_010yr_03hr 3.32 840.451 844.000 0.0014 46157 2.50 3.446 3.32 0.754 Pond 1 BASEhuff_010yr_06hr 6.23 840.584 844.000 0.0012 46848 3.67 2.457 6.21 1.128 Pond 1 BASEhuff_010yr_12hr 11. 03 840.610 844. 000 -0.0010 46985 5.50 2.637 10.97 1. 206 Pond 1 BASEhuff_010yr_24hr 19.37 840.685 844.000 0.0018 47373 16.74 2.732 19.37 1. 435 Pond 1 BASE huff_010yr_30m 0.00 839.%0 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. Page I of2 "C c c JLM 10-6-05 Existing Onsite 10-year Name Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs BASEhuff_010yr_01hr 1.58 817.303 825.000 0.0003 13314 0.92 0.660 0.00 0.000 BASEhuff_010yr_02hr 2.59 817.399 825.000 0.0006 13523 1. 67 0.582 0.00 0.000 BASEhuff_010yr_03hr 3.59 817.462 825.000 0.0009 13661 2.42 0.496 0.00 0.000 BASEhuff_010yr_06hr 6.67 817.589 825.000 0.0009 13938 1. 83 0.372 0.00 0.000 BASEhuff_010yr_12hr 12.67 817.740 825.000 0.0007 14265 5.33 0.369 0.00 0.000 BASEhuff_010yr_24hr 24.76 817.914 825.000 0.0015 1.4644 16.74 0.386 0.00 0.000 BASE huff_010yr_30m 5.00 818.837 825.000 0.0026 18919 1.04 8.186 0.00 0.000 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. Page 2 of2 'L ,~ -c / JLM 10-10-05 (oF'F'?,,.CJ Existing la-Year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft it ft ft2 hrs cfs hrs cfs B Culvert BASEhuff_010yr_01hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff_010yr_02hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff_010yr_03hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff_010yr_06hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff 010yr 12hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASEhuff=010yr=24hr 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 B Culvert BASE huff_010yr_30m 0.07 837.042 840.250 0.0057 142 0.00 0.000 0.07 0.274 Off West BASEhuff 010yr 01hr 1.26 824.949 830.000 -0.0044 7503 1.17 25.169 1.26 24.067 Off West BASEhuff=010yr=02hr 2.01 825.059 830.000 0.0037 7679 1. 92 26.821 2.01 26.517 Off West BASEhuff_010yr_03hr 2.76 824.895 830.000 0.0035 7416 2.67 22.964 2.76 22.872 Off West BASEhuff_010yr_06hr 2.23 824.561 830.000 0.0027 6880 2.17 16.354 2.23 16.088 Off West BASEhuff_010yr_12hr 5.96 824.652 830.000 0.0016 7026 5.83 17.886 5.96 17.841 Off West BASEhuff_010yr_24hr 16.83 824.632 830.000 -0.0008 6993 16.75 17.524 16.83 17.444 Off West BASE huff_010yr_30m 0.92 824.227 830.000 0.0038 6337 0.75 11.156 0.92 10.192 Off West 2 BASEhuff_010yr_01hr 1.28 830.602 835.000 0.0006 4413 1.00 0.743 1.27 0.326 Off West-2 BASEhuff_010yr_02hr 2.13 830.697 835.000 0.0004 4420 1. 75 0.696 2.11 0.568 Off West-2 BASEhuff_010yr_03hr 2.94 830.685 835.000 0.0004 4419 2.50 0.599 2.88 0.535 Off West-2 BASEhuff_010yr_06hr 5.02 830.636 835.000 0.0003 4416 4.83 0.426 5.00 0.406 Off West-2 BASEhuff_010yr_12hr 6.18 830.642 835.000 0.0002 4416 5.50 0.457 6.16 0.420 Off West-2 BASEhuff_010yr_24hr 16.84 830.656 835.000 0.0001 4417 16.75 0.476 16.80 0.457 Off West-2 BASE huff_010yr_30m 0.95 830.449 835.000 0.0004 4394 0.58 0.393 0.93 0.070 Point A BASEhuff_010yr_01hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_010yr_02hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_010yr_03hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_010yr_06hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_010yr_12hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASEhuff_010yr_24hr 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point A BASE huff_Ol0yr_30m 0.00 845.000 846.000 0.0000 0 0.00 0.000 0.00 0.000 Point B BASEhuff_010yr_01hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_010yr_02hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_010yr_03hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_010yr_06hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_010yr_12hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASEhuff_010yr_24hr 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point B BASE huff_Ol0yr_30m 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point C BASEhuff_010yr_01hr 0.00 819.000 822.000 0.0000 18 1. 89 7.526 0.00 0.000 Point C BASEhuff_010yr_02hr 0.00 819.000 822.000 0.0000 18 2.47 17.733 0.00 0.000 Point C BASEhuff_010yr_03hr 0.00 819.000 822.000 0.0000 18 3.19 21.722 0.00 0.000 Point C BASEhuff_010yr_06hr 0.00 819.000 822.000 0.0000 18 5.34 15.805 0.00 0.000 Point C BASEhuff_010yr_12hr 0.00 819.000 822.000 0.0000 18 6.62 15.963 0.00 0.000 Point C BASEhuff_010yr_24hr 0.00 819.000 822.000 0.0000 18 17.08 17 .558 0.00 0.000 Point C BASE huff_010yr_30m 0.00 819.000 822.000 0.0000 18 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_010yr_01hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_010yr_02hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_010yr_03hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_010yr_06hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_010yr_12hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASEhuff_010yr_24hr 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 1 BASE huff_010yr_30m 0.00 839.960 844.000 0.0000 43563 0.00 0.000 0.00 0.000 Pond 3 BASEhuff_010yr_01hr 1. 90 820.456 825.000 0.0050 25294 1.26 24.392 1.89 7.526 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of2 IC c C JLM 10-10-05 Existing 10-Year Name Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs BASEhuff_010yr_02hr 2.47 821. 366 825.000 0.0047 30396 2.01 27.069 2.47 17 . 733 BASEhuff_010yr_03hr 3.19 821. 463 825.000 0.0043 31128 2.76 23.404 3.19 21.722 BASEhuff_010yr_06hr 5.34 821. 266 825.000 0.0038 29657 5.04 16.335 5.34 15.805 BASEhuff_010yr_12hr 6.62 821. 276 825.000 0.0029 29730 5.98 18.253 6.62 15.963 BASEhuff_010yr_24hr 17 .08 821.359 825.000 0.0014 30348 16.83 17 . 901 17 .08 17 . 558 BASE huff_010yr_30m 5.00 819.048 825.000 0.0032 19817 0.92 10.262 0.00 0.000 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Interconnected Channel and Pond Routing Model (ICPR) <C2002 Streamline Technologies, Inc. Page 2 of2 t c c JLM 10-19..,.05 Existing lO-Year 3 Hour Hydrograph Includes Both Onsite and Offsite Flows 30 25 20 - ~ 0 '-' ~ 15 q:: .= ro - {3. 10 Node Point C ----- huff_010yr_03hr 5 o o 2 4 6 8 10 12 Time(hrs) Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. ~ y ~ fC, 'C C JLM 10-6-05 Existing Onsite 2-year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs B Culvert BASEhuff_002yr_01hr 1. 62 837.043 840.250 0.0057 151 1. 62 0.010 1. 62 0.334 B Culvert BASEhuff_002yr_02hr 2.68 837.043 840.250 0.0057 160 2.52 0.059 2.68 0.375 B Culvert BASEhuff_002yr_03hr 3.52 837.044 840.250 0.0057 164 3.40 0.112 3.52 0.416 B Culvert BASEhuff_002yr_06hr 6.68 837.048 840.250 0.0057 170 6.30 0.259 6.68 0.600 B Culvert BASEhuff_002yr_12hr 12.93 837.049 840.250 0.0057 173 12.14 0.399 12.93 0.634 B Culvert BASEhuff_002yr_24hr 20.24 837.052 840.250 0.0057 175 21.78 0.502 20.24 0.711 B Culvert BASE huff_002yr_30m 0.07 837.042 840.250 0.0057 142 1.11 0.001 0.07 0.274 Off West BASEhuff_002yr_01hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_002yr_02hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_002yr_03hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_002yr_06hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_002yr_12hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASEhuff_002yr_24hr 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West BASE huff_002yr_30m 0.00 822.380 830.000 0.0000 4884 0.00 0.000 0.00 0.000 Off West 2 BASEhuff_002yr_01hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_002yr_02hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_002yr_03hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_002yr_06hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_002yr_12hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASEhuff_002yr_24hr 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Off West-2 BASE huff_002yr_30m 0.00 830.350 835.000 0.0000 4360 0.00 0.000 0.00 0.000 Point A BASEhuff_002yr_01hr 0.00 845.000 846.000 0.0000 0 1.08 0.349 0.00 0.000 Point A BASEhuff_002yr_02hr 0.00 845.000 846.000 0.0000 0 1. 92 0.471 0.00 0.000 Point A BASEhuff_002yr_03hr 0.00 845.000 846.000 0.0000 0 2.50 0.444 0.00 0.000 Point A BASEhuff_002yr_06hr 0.00 845.000 846.000 0.0000 0 4.83 0.356 0.00 0.000 Point A BASEhuff_002yr_12hr 0.00 845.000 846.000 0.0000 0 6.00 0.337 0.00 0.000 Point A BASEhuff_002yr_24hr 0.00 845.000 846.000 0.0000 0 16.75 0.428 0.00 0.000 Point A BASE huff_002yr_30m 0.00 845.000 846.000 0.0000 0 0.67 0.032 0.00 0.000 Point B BASEhuff_002yr_01hr 0.00 837.040 840.000 0.0000 19 1. 62 0.334 0.00 0.000 Point B BASEhuff_002yr_02hr 0.00 837.040 840.000 0.0000 19 2.68 0.375 0.00 0.000 Point B BASEhuff_002yr_03hr 0.00 837.040 840.000 0.0000 19 3.52 0.416 0.00 0.000 Point B BASEhuff_002yr_06hr 0.00 837.040 840.000 0.0000 19 6.68 0.600 0.00 0.000 Point B BASEhuff_002yr_12hr 0.00 837.040 840.000 0.0000 19 12.93 0.634 0.00 0.000 Point B BASEhuff_002yr_24hr 0.00 837.040 840.000 0.0000 19 20.24 0.711 0.00 0.000 Point B BASE huff_002yr_30m 0.00 837.040 840.000 0.0000 19 0.07 0.274 0.00 0.000 Point C BASEhuff_002yr_01hr 0.00 819.000 822.000 0.0000 18 1.08 2.020 0.00 0.000 Point C BASEhuff_002yr_02hr 0.00 819.000 822.000 0.0000 18 2.00 2.863 0.00 0.000 Point C BASEhuff_002yr_03hr 0.00 819.000 822.000 0.0000 18 2.58 2.656 0.00 0.000 Point C BASEhuff_002yr_06hr 0.00 819.000 822.000 0.0000 18 4.83 2.089 0.00 0.000 Point C BASEhuff_002yr_12hr 0.00 819.000 822.000 0.0000 18 6.00 2.014 0.00 0.000 Point C BASEhuff_002yr_24hr 0.00 819.000 822.000 0.0000 18 16.75 2.496 0.00 0.000 Point C BASE huff_002yr_30m 0.00 819.000 822.000 0.0000 18 0.67 0.347 0.00 0.000 Pond 1 BASEhuff_002yr_01hr 1. 75 839.999 844.000 0.0001 43781 1.08 1. 065 1. 62 0.010 Pond 1 BASEhuff_002yr_02hr 2.58 840.077 844.000 0.0002 44201 2.00 1.448 2.52 0.059 Pond 1 BASEhuff_002yr_03hr 3.46 840.129 844.000 0.0002 44471 2.50 1. 360 3.40 0.112 Pond 1 BASEhuff_002yr_06hr 6.33 840.229 844.000 0.0001 44999 4.83 1.086 6.30 0.259 Pond 1 BASEhuff_002yr_12hr 12.18 840.302 844.000 0.0001 45380 6.00 1. 030 12.14 0.399 Pond 1 BASEhuff_002yr_24hr 21. 80 840.349 844. 000 0.0003 45627 16.75 1.305 21. 78 0.502 Pond 1 BASE huff_002yr_30m 1.35 839.964 844.000 0.0000 43586 0.67 0.156 1.11 0.001 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of2 /e c c JLM 10-6-05 Existing OnsUe 2-year Name Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs BASEhuff_002yr_01hr 1.58 817.218 825.000 0.0001 13130 1.00 0.182 0.00 0.000 BASEhuff_002yr_02hr 2.58 817.255 825.000 0.0001 13211 1. 67 0.210 0.00 0.000 BASEhuff_002yr_03hr 3.58 817.283 825.000 0.0001 13271 2.42 0.197 0.00 0.000 BASEhuff_002yr_06hr 6.67 817.343 825.000 0.0001 13401 4.83 0.155 0.00 0.000 BASEhuff_002yr_12hr 12.67 817.420 825.000 0.0001 13569 6.00 0.149 0.00 0.000 BASEhuff_002yr_24hr 24.75 817.516 825.000 0.0002 13778 16.75 0.185 0.00 0.000 BASE huff_002yr_30m 1.08 817 . 202 825.000 0.0000 13094 0.58 0.036 0.00 0.000 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Pond 3 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of2 c c~ c- JLM 10-19-05 Existing 2-Year 24 Hour Hydrograph Includes Both Onsite and Offsite Flows 12 Node Point C 8 ^ , \ -\ \ \ \ J ~ 10.. - hufC002yr_24hr 10 - J!? (.) ....... ~ 6 q:: .f: (ij +-' 0 I- 4 2 o o 10 20 30 40 50 60 70 Time(hrs) Interconnected Channel and Pond Routing Model (ICPR) (02002 Streamline Technologies, Inc. y y y y JLM 04151 Laurel Ridge Existing Conditions Hamilton County, Indiana Sub-Area Time of Concentration Details Sub-Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- Basin A1 SHEET 100 0.0100 0.150 0.236 SHALLOW 680 0.0118 0.050 0.108 Time of Concentration 0.344 -------- -------- Basin B1 SHEET 100 0.0100 0.150 0.236 SHALLOW 730 0.0164 0.050 0.098 Time of Concentration 0.334 -------- -------- Basin C1 SHEET 100 0.0100 0.150 0.236 SHALLOW 1020 0.0167 0.050 0.136 SHALLOW 660 0.0200 0.050 0.080 Time of Concentration 0.452 -------- -------- y C2 Off SHEET 100 0.0100 0.150 0.236 SHALLOW 3100 0.0089 0.050 0.566 Time of Concentration 0.802 -------- -------- C3 Off SHEET 100 0.0100 0.150 0.236 SHALLOW 4200 0.0035 0.050 1.222 CHANNEL 6750 3.000 0.625 CHANNEL 3500 4.000 0.243 Time of Concentration 2.326 -------- -------- C4 Off SHEET 100 0.0100 0.240 0.344 SHALLOW 610 0.0500 0.050 0.047 Time of Concentration 0.391 -------- -------- Basin C5 SHEET 100 0.0500 0.240 0.181 Time of Concentration 0.181 -------- -------- U \ WinTR-55, Version 1.00.00 Page 1 10/6/2005 11:53:32 AM y JLM 04151 \ Laurel Ridge Existing Conditions Hamilton County, Indiana Sub-Area Land Use and Curve Number Details Sub-Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- Basin Al Open space; grass cover> 75% (good) B 2.35 61 Open space; grass cover> 75% (good) C 2.35 74 Total Area / Weighted Curve Number 4.7 68 Basin B1 Open space; grass cover > 75% (good) B 7.15 61 Open space; grass cover > 75% (good) C 7.15 74 Total Area / Weighted Curve Number 14.3 68 Basin C1 Open space; grass cover> 75% (good) B 12.6 61 Open space; grass cover> 75% (good) C 12.6 74 Paved parking lots, roofs, driveways B .5 98 Paved parking lots, roofs, driveways C .5 98 Total Area / Weighted Curve Number 26.2 69 C2 Off Open space; grass cover> 75% (good) B 20.5 61 Y Open space; grass cover > 75% (good) C 20.5 74 Residential districts (1/3 acre) B 20.75 72 Residential districts (1/3 acre) C 20.75 81 Total Area / Weighted Curve Number 82.5 72 C3 Off Residential districts (2 acre) B 507.5 65 Residential districts (2 acre) C 507.5 77 Total Area / Weighted Curve Number 1015 71 C4 Off Open space; grass cover > 75% (good) B 1.25 61 Open space; grass cover > 75% (good) C 1. 25 74 Total Area / Weighted Curve Number 2.5 68 Basin C5 Open space; grass cover> 75% (good) B 1 61 Open space; grass cover> 75% (good) C 1 74 Total Area / Weighted Curve Number 2 68 ~ WinTR-55, Version 1.00.00 Page 1 10/6/2005 11:53:32 AM y ~. u ,---- . -~c. " .} JLM 10-6-05 Existing Node Schematic Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins o Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach P:P2 T:Point B A:Off West U:Basin C2 Off A:Off West 2 U:Basin C4 Off --c ~ A,B Culvert mmi ~ P:Off West A: Pond 3 U:Basin C5 P:PI \..... A:Pond 1 U:Basin BI West 2 P:Pond 3 W:Weir 2 T:Point A U:Basin Al ) W:Weir 1 ----c Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. T:Point C U:Basin CI u '1 U \., JLM 10-10-05 Existing Input ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: Basin Al Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 4.700 Curve Number: 68..00 DCIA(%): 0.00 Status: Inactive Node: Point A Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 21.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: Basin Bl Group: BASE ---------------------------------------------------------------------------------------------------- Node: Pond 1 Type: SCS Unit Hydrograph Status: Inactive Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 14.300 Curve Number: 68.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 20.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: Basin Cl Group: BASE ---------------------------------------------------------------------------------------------------- Node: Point C Type: SCS Unit Hydrograph Status: Inactive Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 26.200 Curve Number: 69.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 27.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: Basin C2 Off Group: BASE ---------------------------------------------------------------------------------------------------- Node: Off West Type: SCS Unit Hydrograph Status: Offsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 82.500 Curve Number: 72.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 48.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: Basin C4 Off Group: BASE ---------------------------------------------------------------------------------------------------- Node: Off West 2 Type: SCS Unit-Hydrograph Status: Offsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 2.500 Curve Number: 68.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 23.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: Basin C5 Group: BASE ---------------------------------------------------------------------------------------------------- Status: Inactive Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 2.000 Curve Number: 68.00 DCIA(%): 0.00 Node: Pond 3 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 11.00 Time Shift (hrsl : 0.00 Max Allowable Q(cfs): 999999.000 =============================================================================~============ Page 1 ofl5 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. y y ~ JLM 10-10-05 Existing Input ==== Nodes ===================~~~======~========================~===================~===== ========================================================================================== Name: B Culvert Group: BASE Type: Stage/Area Stage(ft) Area (ac) Base Flow(cfs): 0.000 Init Stage (ft) : 836.270 Warn Stage (ft) : 840.250 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage (ft) : 823.080 Warn Stage(ft): 830.000 Name: Off West Group: BASE Type: Stage/Area Stage(ft) Area (ac) 823.080 0.1000 830.000 0.3500 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage (ft) : 830.350 Warn Stage(ft): 835.000 Name: Off West 2 Group: BASE - Type: Stage/Area Stage(ft) Area (ac) 830.350 0.1000 833.000 0.1000 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage (ft) : 845.000 Warn Stage (ft) : 846.000 Name: Point A Group: BASE Type: Time/Stage Time(hrs) Stage (ft) 0.00 845.000 48.00 845.000 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage(ft): 837.040 Warn Stage (ft) : 840.000 Name: Point B Group: BASE Type: Time/Stage Time (hrs) Stage(ft) 0.00 837.040 48.00 837.040 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage (ft) : 819.000 Warn Stage(ft): 822.000 Name: Point C Group: BASE Type: Time/Stage Time (hrs) Stage(ft) 0.00 819.000 48.00 819.000 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage(ft): 839.960 Warn Stage(ft): 844.000 Name: Pond 1 Group: BASE Type: Stage/Area Stage(ft) Area (ac) 839.960 1.0000 841.000 1.1240 Page 2 of 15 Interconnected Channel and Pond Routing Model (ICPR) <<':>2002 Streamline Technologies, Inc. u ( u { U \ JLM 10-10-05 Existing Input 842.000 843.000 1. 4100 1. 8300 Name: Pond 3 Group: BASE Type: Stage/Area Stage (ft) 817.200 818.000 819.000 820.000 821.000 822.000 823.000 Base F10w(cfs): 0.000 Init Stage(ft): 817.200 Warn Stage (ft) : 825.000 Area (ac) 0.3000 0.3400 0.4500 0.5300 0.6300 0.8000 0.9800 ========================================================================================== ==== Cross Sections ====================================================================== Name: Weir 1 Encroachment: No ========================================================================================== Station (ft) 0.000 65.000 110.000 150.000 200.000 Name: Weir 2 Encroachment: No Station (ft) 0.000 70.000 71. 500 73.500 77.000 87.000 97.000 147.000 221. 000 271. 000 Group: BASE Elevation(ft) Manning' s N 843.000 842.000 841.310 842.000 843.000 0.030000 0.030000 0.030000 0.030000 0.030000 Group: BASE Elevation (ft) Manning's N 823.000 822.000 821. 000 821. 000 822.000 822.400 822.000 821.300 822.000 823.000 0.030000 0.030000 0.030000 0.030000 0.030000 0.030000 0.030000 0.030000 0.030000 0.030000 ========================================================================================== ==== Pipes =============================================================================== Name: Off West Group: BASE ========================================================================================== From Node: Off West To Node: Pond 3 Length (ft) : 81.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None UPSTREAM Geometry: Circular Span (in) : 66.00 Rise(in): 66.00 Invert (ft) : 823.080 Manning's N: 0.024000 Top Clip(in): 0.000 Bot Clip(in): 0.000 DOWNSTREAM Circular 66.00 66.00 822.380 0.024000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall ---------------------------------------------------------------------------------------------------- Page 3 of 15 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. v y V t.~.. JLM 10-10-05 Existing Input Name: Off West 2 Group: BASE - UPSTREAM Geometry: Circular Span (in) : 18.00 Rise (in): 18.00 Invert (ft) : 830.350 Manning's N: 0.024000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Off West 2 To Node: Pond 3 - DOWNSTREAM Circular 18.00 18.00 826.000 0.024000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length ( ft) : Count: Friction Equation: Solution Algorithm: Flow: Entrance Loss Coef: Exit Loss Coef: Bend Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Stabilizer Option: 105.00 1 Average Conveyance Most Restrictive Both 0.50 1.00 0.00 Use dc or tw Use dn None Name: PI Group: BASE ---------------------------------------------------------------------------------------------------- UPSTREAM Geometry: Circular Span (in) : 12.00 Rise(in): 12.00 Invert (ft) : 839.960 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Pond 1 To Node: B Culvert DOWNSTREAM Circular 12.00 12.00 837.030 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 100.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: P2 Group: BASE ---------------------------------------------------------------------------------------------------- UPSTREAM Geometry: Circular Span(in): 18.00 Rise(inl: 18.00 Invert (ftl : 836.270 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: B Culvert To Node: Point B DOWNSTREAM Circular 18.00 18.00 836.140 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ftl: 27.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: Pond 3 Group: BASE ---------------------------------------------------------------------------------------------------- UPSTREAM Geometry: Circular Span (in): 24.00 Rise(in): 24.00 Invert (ft) : 819.100 Manning's N: 0.013000 Top Clip(in): 0.000 Bot C1ip(in): 0.000 From Node: Pond 3 To Node: Point C DOWNSTREAM Circular 24.00 24.00 817.750 0.013000 0.000 0.000 Length (ft) : 24.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctr1 Spec: Use dn Stabilizer Option: None Page 4 of 15 Interconnected Channel and Pond Routing Model (ICPR) <<;>2002 Streamline Technologies, Inc. v ( u ( u ( JLM 10-10-05 Existing Input Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall ========================================================================================== ==== Weirs ==========~~=====~~====~~======~~=====~~==================-=====~~============= ========================================================================================== Name: Weir 1 Group: BASE Flow: Both Type: Vertical: Mavis From Node: Pond 1 To Node: Point C Count: 1 Geometry: Irregular XSec: Weir 1 Invert (ft) : 841.310 Control Elevation (ft) : 841.310 Struct Opening Dim(ft): 9999.00 TABLE Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------------------------------------------------------------- Name: Weir 2 Group: BASE Flow: Both Type: Vertical: Mavis From Node: Pond 3 To Node: Point C Count: 1 Geometry: Irregular XSec: Weir 2 Invert (ft) : 821.000 Control Elevation (ft) : 821.000 Struct Opening Dim(ft): 9999.00 Bottom Clip(ft): 0.000 Top C1ip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 TABLE ========================================================================================== ==== Hydrology Simulations ~====~~=================~~=====~=============================== ========================================================================================== Name: huff 002yr 01hr Filename: S:\Projects\04151\icpr\existing\huff_002yr 01hr.R32 Override Defaults: Yes Storm Duration (hrs) : 1.00 Rainfall File: Huff-indyl-50 Rainfall Arnount(in): 1.37 Time(hrs) Print Inc(min) 2.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 002yr 02hr Filename: S:\Projects\04151\icpr\existing\huff_002yr_02hr.R32 Override Defaults: Yes Storm Duration (hrs) : 2.00 Rainfall File: Huff-indyl-50 Rainfall Arnount(in): 1.69 Time (hrs) Print Inc(min) 4.000 5.00 ----------------------------------------------------------------------------------------------------- Name: huff 002yr 03hr Filename: S:\Projects\04151\icpr\existing\huff_002yr_03hr.R32 Override Defaults: Yes Storm Duration (hrs) : 3.00 Rainfall File: Huff-indyl-50 Interconnected Channel and Pond Routing Model (ICPR) ({;)2002 Streamline Technologies, Inc. Page 5 of 15 y y U I \. JLM 10-10-05 Existing Input Rainfall Arnount(in): 1.87 Time (hrs) Print Inc(min} 6.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 002yr 06hr Filename: S:\Projects\04151\icpr\existing\huff_002yr_06hr.R32 Override Defaults: Yes Storm Duration (hrs) : 6.00 Rainfall File: Huff-indyl-50 Rainfall Arnount(in}: 2.19 Time (hrs) Print Inc(min) 10.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 002yr 12hr Filename: S:\Projects\04151\icpr\existing\huff_002yr_12hr.R32 Override Defaults: Yes Storm Duration (hrs) : 12.00 Rainfall File: Huff-indy2-50 Rainfall Arnount(in): 2.54 Time (hrs) Print Inc(min) 20.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 002yr 24hr Filename: S:\Projects\04151\icpr\existing\huff_002yr_24hr.R32 Override Defaults: Yes Storm Duration (hrs) : 24.00 Rainfall File: huff indy3-50 Rainfall Arnount(in): 2.92- Time (hrs) Print Inc(min) 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: huff 002yr 30m Filename: S:\Projects\04151\icpr\existing\huff_002yr_30m.R32 Override Defaults: Yes Storm Duration (hrs) : 0.50 Rainfall File: Huff-indyl-50 Rainfall Arnount(in): 1.08 Time(hrs) Print Inc(min) 2.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 010yr 01hr Filename: S:\Projects\04151\icpr\existing\huff_010yr_01hr.R32 Override Defaults: Yes Storm Duration (hrs) : 1.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.00 Time(hrs) Print Inc(min) 2.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 010yr 02hr Filename: S:\Projects\04151\icpr\existing\huff_010yr_02hr.R32 Override Defaults: Yes Storm Duration (hrs) : 2.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.46 Time (hrs) Print Inc(min) 4 .000 5.00 Interconnected Channel and Pond Routing Model (ICPR) (92002 Streamline Technologies, Inc. Page 6 of 15 u ( u ( u ( \.. JLM 10-10-05 Existing Input ---------------------------------------------------------------------------------------------------- Name: huff 010yr 03hr Filename: S:\Projects\04151\icpr\existing\huff_010yr_03hr.R32 Override Defaults: Yes Storm Duration (hrs) : 3.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.72 Time (hrs) Print Inc(min) 6.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 010yr 06hr Filename: S:\projects\04151\icpr\existing\huff_010yr_06hr.R32 Override Defaults: Yes Storm Duration (hrs) : 6.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 3.19 Time (hrs) Print Inc(min) 10.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 010yr 12hr Filename: S:\Projects\04151\icpr\existing\huff_010yr_12hr.R32 Override Defaults: Yes Storm Duration (hrs) : 12.00 Rainfall File: Huff-indy2-50 Rainfall Amount (in) : 3.70 Time(hrs) Print Inc(min) 20.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff OlOyr 24hr Filename: S:\Projects\04151\icpr\existing\huff_OlOyr_24hr.R32 Override Defaults: Yes Storm Duration (hrs) : 24.00 Rainfall File: huff indy3-50 Rainfall Amount (in) : 4.25- Time(hrs) Print Inc(min) 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: huff 010yr 30m Filename: S:\projects\04151\icpr\existing\huff_010yr_30m.R32 Override Defaults: Yes Storm Duration (hrs) : 0.50 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 1.57 Time (hrs) Print Inc(min) 2.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 01hr Filename: S:\Projects\04151\icpr\existing\huff_100yr_01hr.R32 Override Defaults: Yes Storm Duration (hrs) : 1.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 3.21 Time(hrs) Print Inc(min) 2.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 02hr Filename: S:\Projects\04151\icpr\existing\huff_100yr_02hr.R32 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. Page 7 of 15 u u ( u ( JLM 10-10-05 Existing Input Override Defaults Storm Duration(hrs) Rainfall File Rainfall Amount(in) Yes 2.00 HUff-indyl-50 3.97 Time (hrs) Print Inc(min) 4.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 03hr Filename: S:\Projects\04l5l\icpr\existing\huff_100yr_03hr.R32 Override Defaults: Yes Storm Duration (hrs) : 3.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 4.38 Time (hrs) Print Inc(min) 6.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 06hr Filename: S:\Projects\04l5l\icpr\existing\huff_100yr_06hr.R32 Override Defaults: Yes Storm Duration (hrs) : 6.00 Rainfall File: HUff-indyl-50 Rainfall Amount (in) : 5.13 Time (hrs) Print Inc(min) 10.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 12hr Filename: S:\Projects\04l5l\icpr\existing\huff_100yr_12hr.R32 Override Defaults: Yes Storm Duration (hrs) : 12.00 Rainfall File: Huff-indy2-50 Rainfall Amount (in) : 5.95 Time (hrs) Print Inc(min) 20.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 24hr Filename: S:\Projects\04l5l\icpr\existing\huff_100yr_24hr.R32 Override Defaults: Yes Storm Duration (hrs) : 24.00 Rainfall File: huff indy3-50 Rainfall Amount (in) : 6.84- Time (hrs) Print Inc(min) 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 30m Filename: S:\Projects\0415l\icpr\existing\huff_lOOyr_30m.R32 Override Defaults: Yes Storm Duration (hrs) : 0.50 Rainfall File: Huff-indyl-50 Rainfall Arnount(in): 2.53 Time (hrs) Print Inc(min) 2.000 5.00 =====================================================~==================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: huff 002yr Olhr Hydrology Sim: huff 002yr 01hr Filename: S:\projects\0415l\icpr\existing\huff_002yr_Olhr.I32 Execute: No Alternative: No Restart: No Patch: No Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 8 of 15 v y y JLM 10-10-05 Existing Input Delta Z Factor: 0.00500 Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 5.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 02hr Hydrology Sim: huff 002yr 02hr Filename: s:\Projects\04151\icpr\existing\huff_002yr_02hr.I32 Restart: No Patch: No Max Delta Z (ft) : Time Step Optimizer: Start Time(hrs): Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 6.000 10.000 Group Run BASE Yes 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 6.00 Max Calc Time (see) : 60.0000 Boundary Flows: ---------------------------------------------------------------------------------------------------- Name: huff 002yr 03hr Hydrology Sim: huff 002yr 03hr Filename: S:\projects\04151\icpr\existing\huff_002yr_03hr.I32 Execute: No Alternative: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 10.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Restart: No Patch: No 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time(hrs): 10.00 Max Calc Time (sec): 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 06hr Hydrology Sim: huff 002yr 06hr Filename: s:\projects\04l51\icpr\existing\huff_002yr_06hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time(sec): Boundary Stages: 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 15.00 Max Calc Time(sec): 60.0000 Boundary Flows: Page 9 of 15 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. y y ~ JLM 10-10-05 Existing Input Time (hrs) Print Inc(min) 15.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Name: huff 002yr 12hr Hydrology Sim: huff 002yr 12hr Filename: S:\Projects\04l5l\icpr\existing\huff_002yr_12hr.I32 Execute: No Alternative: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 30.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Restart: No Patch: No 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 30.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 24hr Hydrology Sim: huff 002yr 24hr Filename: S:\Projects\04l51\icpr\existing\huff_002yr_24hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 60.000 15.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 60.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 30m Hydrology Sim: huff 002yr 30m Filename: S:\Projects\04151\icpr\existing\huff_002yr_30m.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1. 000 5.000 5.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time(sec): 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 10 of 15 ~ y .~ JLM 10-10-05 Existing Input Name: huff OlOyr Olhr Hydrology Sim: huff OlOyr Olhr Filename: S:\Projects\04l5l\icpr\existing\huff_OlOyr_Olhr.I32 Execute: Yes Alternative: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc (min) 1.000 5.000 5.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Restart: No Patch: No 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Name: huff OlOyr 02hr Hydrology Sim: huff OlOyr 02hr Filename: s:\Projects\04l5l\icpr\existing\huff_OlOyr_02hr.I32 Execute: Yes Alternative: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc (min) 1.000 5.000 6.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Restart: No Patch: No 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 6.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Name: huff 010yr 03hr Hydrology Sim: huff OlOyr 03hr Filename: s:\projects\0415l\icpr\existing\huff_010yr_03hr.I32 Execute: Yes Alternative: No Max Delta Z (ft) : Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 10.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Restart: No Patch: No 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 10.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Name: huff 010yr 06hr Hydrology Sim: huff 010yr 06hr Filename: S:\projects\04151\icpr\existing\huff_010yr_06hr.I32 Execute: Yes Alternative: No Restart: No Patch: No Delta Z Factor: 0.00500 Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 End Time (hrs) : 15.00 Page 11 of 15 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streanlline Technologies, Inc. y y y \" :- JLM 10-10-05 Existing Input Max Calc Time (sec) : 60.0000 Boundary Flows: Min Calc Time (sec) : 0.5000 Boundary Stages: Time (hrs) Print Inc(min) 15.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Execute: Yes Alternative: No Name: huff 010yr 12hr Hydrology Sim: huff 010yr 12hr Filename: S:\Projects\0415l\icpr\existing\huff_010yr_12hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 30.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 30.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff OlOyr 24hr Hydrology Sim: huff 010yr 24hr Filename: S:\Projects\04l51\icpr\existing\huff_OlOyr_24hr.I32 Restart: No Patch: No Delta Z Factor: 0.00500 Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 0.5000 Boundary Stages: Time (hrs) Print Inc(min) 60.000 15.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- End Time (hrs) : 60.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff OlOyr 30m Hydrology Sim: huff 010yr 30m Filename: S:\Projects\04l5l\icpr\existing\huff_OlOyr_30m.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc (min) 1. 000 5.000 5.000 10.000 Group Run Page 12 of 15 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) <eJ2002 Streamline Technologies, Inc. u ( u ( U \, JLM 10-10-05 Existing Input BASE Yes ---------------------------------------------------------------------------------------------------- Execute: Yes Alternative: No Name: huff 100yr Olhr Hydrology Sim: huff 100yr Olhr Filename: S:\Projects\04l5l\icpr\existing\huff_100yr_Olhr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 5.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 02hr Hydrology Sim: huff 100yr 02hr Filename: S:\Projects\04l5l\icpr\existing\huff_lOOyr_02hr.I32 Restart: No Patch: No Delta Z Factor: 0.00500 Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 0.5000 Boundary Stages: Time (hrs) Print Inc (min) 1.000 5.000 6.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- End Time (hrs) : 6.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 03hr Hydrology Sim: huff 100yr 03hr Filename: S:\projects\04l5l\icpr\existing\huff_100yr_03hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc (min) 10.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 10.00 Max .Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Name: huff 100yr 06hr Hydrology Sim: huff 100yr 06hr Filename: s:\projects\04l51\icpr\existing\huff_lOOyr_06hr.I32 Restart: No Patch: No Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. Page 13 of 15 u u u '- JLM 10-10-05 Existing Input Alternative: No Max Delta Z (ft) Time Step Optimizer Start Time (hrs) Min Calc Time (see) Boundary Stages Time (hrs) Print Ine(min) 15.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 15.00 Max Calc Time (see) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr l2hr Hydrology Sim: huff 100yr l2hr Filename: s:\projeets\04l5l\iepr\existing\huff_lOOyr_12hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (see) : Boundary Stages: Time(hrs) Print Ine(min) 30.000 10.000 Group Run BASE Yes 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 30.00 Max Calc Time (see) : 60.0000 Boundary Flows: ---------------------------------------------------------------------------------------------------- Execute: Yes Alternative: No Name: huff 100yr 24hr Hydrology Sim: huff 100yr 24hr Filename: S:\Projeets\04l5l\iepr\existing\huff_lOOyr_24hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (see) : Boundary Stages: Time(hrs) Print Ine(min) 60.000 15.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 60.00 Max Calc Time (see) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 30m Hydrology Sim: huff 100yr 30m Filename: S:\Projeets\0415l\iepr\existing\huff_lOOyr_30m.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (see) : Boundary Stages: Time (hrs) Print Ine(min) Page 14 of 15 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (see) : 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) <<;)2002 Streamline Technologies, Inc. y y y \ JLM 10-10-05 Existing Input 1.000 5.000 5.000 10.000 Group Run BASE Yes ========================================================================================== ==== Boundary Conditions ~~==~~~====~====~~=====~===========~~=====~====~=====~====~====== ========================================================================================== Interconnected Channel and Pond Routing Model (ICPR) <<;>2002 StreaIllline Technologies, Inc. Page 15 of 15 y u ~, y y i y y .,'-..... y y y '-- /-C /-C -c JLM 10-10-05 Proposed 100-Year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Off West BASEhuff_100yr_01hr 1.19 826.733 830.000 0.0050 10376 1.08 74.373 1.19 72.723 Off West BASEhuff_100yr_02hr 1.89 826.524 830.000 0.0050 10054 1.83 66.533 1. 96 68.492 Off West BASEhuff_100yr_03hr 1. 44 826.139 830.000 -0.0050 9460 1.33 55.626 2.32 56.012 Off west BASEhuff_100yr_06hr 2.06 825.885 830.000 0.0050 9065 2.00 48.117 2.04 47.519 Off West BASEhuff_100yr_12hr 5.62 825.659 830.000 -0.0050 8711 5.67 41.708 5.75 43.708 Off West BASEhuff_100yr_24hr 14.54 825.309 830.000 -0.0050 8163 16.75 35.769 16.78 35.683 Off West BASE huff_100yr_30m 0.85 825.844 830.000 0.0045 9001 0.75 49.457 0.85 46.394 Off West 2 BASEhuff_100yr_01hr 1.14 831. 015 835.000 0.0008 4432 0.92 2.302 1.13 1. 783 Off West-2 BASEhuff_100yr_02hr 1.86 831.004 835.000 -0.0011 4432 1. 67 1. 815 1. 85 1. 734 Off West-2 BASEhuff_100yr_03hr 2.57 830.934 835.000 -0.0018 44.30 1. 00 1. 659 2.56 1.425 Off West-2 BASEhuff_100yr_06hr 2.07 830.859 835.000 -0.0016 4428 1. 83 1.328 2.06 1.118 Off West-2 BASEhuff_100yr_12hr 5.66 830.856 835.000 -0.0012 4428 5.50 1.152 5.63 1.109 Off West-2 BASEhuff_100yr_24hr 16.78 830.828 835.000 -0.0015 4427 16.75 1. 018 16.78 1. 002 Off wes(::2 BASE huff_100yr_30m 0.79 830.801 835.000 0.0010 4426 0.58 2.015 0.78 0.903 Point C BASEhuff_100yr_01hr 0.00 819.000 822.000 0.0000 20 1.00 28.439 0.00 0.000 Point C BASEhuff_100yr_02hr 0.00 819.000 822.000 0.0000 20 2.24 .72.674 0.00 0.000 Point C BASEhuff_100yr_03hr 0.00 819.000 822.000 0.0000 20 2.79 73.544 0.00 0.000 Point C BASEhuff_100yr_06hr 0.00 819.000 822.000 0.0000 20 4.25 50.362 0.00 0.000 Point C BASEhuff_100yr_12hr 0.00 819.000 822.000 0.0000 20 6.21 55.669 0.00 0.000 Point C BASEhuff_100yr_24hr 0.00 819.000 822.000 0.0000 20 16.75 52.944 0.00 0.000 Point C BASE huff_100yr_30m 0.00 819.000 822.000 0.0000 20 0.58 26.615 0.00 0.000 Pond 1 BASEhuff_100yr_01hr 1.57 841. 202 844.000 0.0008 68519 0.92 23.398 1.56 2.360 Pond 1 BASEhuff_100yr_02hr 2.41 841. 626 844.000 0.0008 71695 0.83 19.108 2.41 3.496 Pond 1 BASEhuff_100yr_03hr 3.33 841. 809 844.000 0.0030 73065 1.00 17.916 3.33 3.881 Pond 1 BASEhuff_100yr_06hr 6.22 841. 994 844.000 0.0029 74448 1.83 13.526 6.22 4.233 Pond 1 BASEhuff_100yr_12hr 10.92 842.002 844.000 0.0024 74509 5.50 10.990 10.92 4.248 Pond 1 BASEhuff_100yr_24hr 19.42 842.177 844.000 0.0028 75823 16.75 9.201 19.42 4.557 Pond 1 BASE huff_100yr_30m 1.23 840.775 844.000 0.0009 65946 0.58 22.382 1.21 1. 038 Pond 2 BASEhuff_100yr_01hr 1. 75 824.277 824.000 0.0050 31667 1.19 72.946 1. 46 31.080 Pond 2 BASEhuff_100yr_02hr 2.13 824.874 824.000 0.0050 33768 1. 96 69.367 2.10 64.799 Pond 2 BASEhuff_100yr_03hr 2.67 824.805 824.000 0.0050 33527 2.32 56.832 2.63 53.828 Pond 2 BASEhuff_100yr_06hr 4.11 824.649 824.000 0.0050 32969 2.04 48.033 4.10 35.563 Pond 2 BASEhuff_100yr_12hr 6.15 824.698 824.000 0.0050 33143 5.75 44.300 6.14 40.571 Pond 2 BASEhuff_100yr_24hr 16.83 824.655 824.000 0.0050 32992 16.76 36.239 16.83 36.156 Pond 2 BASE huff_100yr_30m 1.32 821.555 824.000 0.0050 22807 0.85 46.430 1.25 19.172 Pond 3 BASEhuff_100yr_01hr 2.43 821.812 825.000 0.0031 33515 1.46 32.205 2.43 18.820 Pond 3 BASEhuff_100yr_02hr 2.29 822.405 825.000 0.0045 38109 2.08 67.261 2.29 60.339 Pond 3 BASEhuff_100yr_03hr 2.82 822.372 825.000 0.0039 37849 2.62 56.275 2.82 55.546 Pond 3 BASEhuff_100yr_06hr 4.23 822.225 825.000 0.0031 36695 4.10 37.213 4.23 36.974 Pond 3 BASEhuff_100yr_12hr 6.27 822.266 825.000 0.0033 37017 6.12 42.365 6.27 41. 695 Pond 3 BASEhuff_100yr_24hr 16.85 822.233 825.000 0.0043 36757 16.78 37.915 16.85 37.848 Pond 3 BASE huff_100yr_30m 2.02 820.559 825.000 0.0031 25593 1. 24 19.620 2.02 8.423 Str 140 BASEhuff_100yr_01hr 1.02 826.362 829.500 0.0050 235 1.01 3.784 1.01 3.779 Str 140 BASEhuff_100yr_02hr 2.02 826.527 829.500 0.0050 230 2.01 4.723 2.02 4.719 Str 140 BASEhuff_100yr_03hr 3.02 826.558 829.500 0.0050 228 3.01 4.904 3.01 4.902 Str 140 BASEhuff_l00yr_06hr 6.01 826.562 829.500 0.0049 228 5.99 4.925 6.01 4.925 Str 140 BASEhuff_l00yr_12hr 9.68 826.538 829.500 0.0048 229 9.66 4.787 9.65 4.785 Str 140 BASEhuff_100yr_24hr 16.78 826.615 829.500 -0.0023 224 16.76 5.231 16.78 5.230 Str 140 BASE huff_100yr_30m 0.51 826.368 829.500 0.0050 235 0.50 3.821 0.51 3.815 Str 141 BASEhuff_l00yr_Olhr 1.01 829.019 840.000 0.0046 240 1.00 3.603 1.01 3.596 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streanlline Technologies, Inc. Page I of2 /C ,~ -c JLM 10-10-05 Proposed 100-Year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Str 141 BASEhuff_l00yr_02hr 2.02 829.195 840.000 0.0048 231 2.01 4.597 2.02 4.593 Str 141 BASEhuff_l00yr_03hr 3.01 829.231 840.000 0.0050 229 3.01 4.804 3.01 4.801 Str 141 BASEhuff_l00yr_06hr 6.01 829.241 840.000 0.0049 228 5.99 4.859 6.01 4.860 Str 141 BASEhuff_100yr_12hr 9.66 829.219 840.000 0.0047 230 9.66 4.732 9.66 4.732 Str 141 BASEhuff_100yr_24hr 16.77 829.290 840.000 0.0041 223 16.76 5.143 16.77 5.142 Str 141 BASE huff_100yr_30m 0.51 829.016 840.000 0.0049 240 0.50 3.581 0.50 3.576 Str 142 BASEhuff_100yr_01hr 1. 01 830.480 836.000 0.0050 187 1.00 3.610 1.00 3.603 Str 142 BASEhuff_100yr_02hr 2.01 830.656 836.000 0.0050 177 2.00 4.602 2.01 4.597 Str 142 BASEhuff_l00yr_03hr 3.01 830.691 836.000 -0.0050 176 3.00 4.808 3.01 4.804 Str 142 BASEhuff_l00yr_06hr 5.99 830.701 836.000 0.0050 175 5.99 4.862 5.99 4.859 Str 142 BASEhuff_l00yr_12hr 9.66 830.679 836.000 0.0049 176 9.65 4.733 9.66 4.732 Str 142 BASEhuff_l00yr_24hr 16.76 830.750 836.000 -0.0040 173 16.76 5.145 16.76 5.143 Str 142 BASE huff_l00yr_30m 0.50 830.477 836.000 0.0050 187 0.50 3.586 0.50 3.581 Str 143 BASEhuff_100yr_Olhr 1. 03 831. 847 836.000 0.0049 178 1.01 2.669 1. 03 2.667 Str 143 BASEhuff_l00yr_02hr 2.03 832.155 836.000 0.0049 158 2.01 4.022 2.03 4.020 Str 143 BASEhuff_100yr_03hr 3.01 832.236 836.000 0.0047 155 3.00 4.378 3.01 4.372 Str 143 BASEhuff_l00yr_06hr 5.99 832.288 836.000 0.0048 153 5.-99 4.598 5.99 4.597 Str 143 BASEhuff_l00yr_12hr 9.66 832.270 836.000 0.0038 153 9.66 4.524 9.65 4.521 Str 143 BASEhuff_l00yr_24hr 19.25 832.345 836.000 -0.0017 153 19.25 4.843 19.25 4.843 Str 143 BASE huff_l00yr_30m 0.50 831. 707 836.000 0.0050 173 0.50 2.083 0.50 2.070 Str 144 BASEhuff_100yr_Olhr 1.57 833.010 839.300 0.0014 224 1.55 2.365 1.56 2.365 Str 144 BASEhuff_l00yr_02hr 2.21 833.275 839.300 0.0012 209 2.19 3.523 2.21 3.523 Str 144 BASEhuff_100yr_03hr 3.12 833.373 839.300 0.0015 189 3.09 3.954 3.11 3.953 Str 144 BASEhuff_100yr_06hr 6.03 833.456 839.300 0.0015 184 6.01 4.314 6.03 4.314 Str 144 BASEhuff_100yr_12hr 10.84 833.457 839.300 -0.0016 184 10.83 4.320 10.83 4.319 Str 144 BASEhuff_100yr_24hr 19.26 833.530 839.300 -0.0017 185 19.24 4.637 19.26 4.637 Str 144 BASE huff_100yr_30rn 1.26 832.671 839.300 0.0011 219 1.24 1. 039 1.22 1. 038 Str 145 BASEhuff_100yr_Olhr 1.55 836.375 839.500 0.0012 207 1.55 2.365 1.55 2.365 Str 145 BASEhuff_100yr_02hr 2.21 836.640 839.500 0.0010 188 2.20 3.524 2.19 3.523 Str 145 BASEhuff_100yr_03hr 3.10 836.738 839.500 0.0014 165 3.09 3.956 3.09 3.954 Str 145 BASEhuff_l00yr_06hr 6.01 836.821 839.500 0.0015 158 6.01 4.315 6.01 4.314 Str 145 BASEhuff_100yr_12hr 10.83 836.822 839.500 -0.0017 158 10.83 4.319 10.83 4.320 Str 145 BASEhuff_100yr_24hr 19.26 836.895 839.500 -0.0017 158 19.25 4.638 19.24 4.637 Str 145 BASE huff_100yr_30m 1.24 836.037 839.500 0.0009 213 1.21 1. 039 1.24 1. 039 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of2 t c c JLM 10-19-05 Proposed Point C 100-Year 2 Hour Hydrograph ...... ~ ~ ;:: 40 o l;: E "ffi ~ 80 Node Point C - hufUOOyr_02hr 60 20 o o 2 4 6 8 Time(hrs) Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. y y y ", /C ,~ C JLM 10-10-05 Proposed 10-Year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Off West BASEhuff_010yr_01hr 1.26 824.948 830.000 0.0050 7592 1.17 25.170 1.26 24.044 Off West BASEhuff_010yr_02hr 2.01 825.059 830.000 0.0050 7768 1. 92 26.821 2.01 26.511 Off West BASEhuff_010yr_03hr 2.76 824.894 830.000 -0.0050 7508 2.67 22.964 2.76 22.871 Off West BASEhuff_010yr_06hr 2.23 824.561 830.000 -0.0050 6977 2.17 16.354 2.23 16.082 Off West BASEhuff_010yr_12hr 5.97 824.652 830.000 -0.0050 7122 5.83 17.886 5.97 17.840 Off West BASEhuff_010yr_24hr 16.84 824.632 830.000 -0.0050 7090 16.75 17.522 16.84 17.443 Off West BASE huff_010yr_30m 0.92 824.225 830.000 0.0050 6438 0.75 11.157 0.92 10.160 Off West 2 BASEhuff_010yr_01hr 1. 28 830.602 835.000 -0.0007 4413 1.00 0.743 1.27 0.326 Off West-2 BASEhuff_010yr_02hr 2.12 830.697 835.000 0.0004 4420 1. 75 0.697 2.11 0.568 Off West-2 BASEhuff_010yr_03hr 2.93 830.685 835.000 -0.0008 4419 2.50 0.599 2.93 0.536 Off West-2 BASEhuff_010yr_06hr 5.02 830.636 835.000 -0.0012 4416 4.83 0.426 4.99 0.406 Off West-2 BASEhuff_010yr_12hr 6.18 830.642 835.000 -0.0011 4416 5.50 0.457 6.17 0.420 Off West-2 BASEhuff_010yr_24hr 16.84 830.656 835.000 -0.0010 4417 16.75 0.476 16.81 0.457 Off wes() BASE huff_010yr_30m 0.95 830.449 835.000 0.0005 4394 0.58 0.393 0.93 0.070 Point C BASEhuff_010yr_01hr 0.00 819.000 822.000 0.0000 20 1.00 10.424 0.00 0.000 Point C BASEhuff_010yr_02hr 0.00 819.000 822.000 0.0000 20 3.04 10.123 0.00 0.000 Point C BASEhuff_010yr_03hr 0.00 819.000 822.000 0.0000 20 3.08 15.667 0.00 0.000 Point C BASEhuff_010yr_06hr 0.00 819.000 822.000 0.0000 20 6.00 19.195 0.00 0.000 Point C BASEhuff_010yr_12hr 0.00 819.000 822.000 0.0000 20 9.66 17.153 0.00 0.000 Point C BASEhuff_010yr_24hr 0.00 819.000 822.000 0.0000 20 16.84 .21. 216 0.00 0.000 Point C BASE huff_010yr_30m 0.00 819.000 822.000 0.0000 20 0.58 7.449 0.00 0.000 Pond 1 BASEhuff_010yr_01hr 1. 70 840.545 844.000 0.0007 64839 1.00 8.802 1. 65 0.443 Pond 1 BASEhuff_010yr_02hr 2.49 840.763 844.000 -0.0006 65886 1. 75 7.499 2.47 1.002 Pond 1 BASEhuff_010yr_03hr 3.38 840.881 844.000 -0.0007 66449 2.50 6.205 3.38 1.352 Pond 1 BASEhuff_010yr_06hr 6.25 841. 039 844.000 0.0016 67310 1. 83 4.980 6.24 1. 84 6 Pond 1 BASEhuff_010yr_12hr 11.13 841. 079 844.000 0.0014 67608 5.50 4.855 11.06 1.972 Pond 1 BASEhuff_010yr_24hr 19.48 841.176 844.000 -0.0011 68324 16.75 4.608 19.43 2.276 Pond 1 BASE huff_010yr_30m 1.41 840.351 844.000 0.0005 63906 0.58 6.070 1.33 0.112 Pond 2 BASEhuff_010yr_01hr 1. 79 820.197 824.000 0.0050 19380 1.26 24.074 1.71 10.036 Pond 2 BASEhuff_010yr_02hr 2.48 821. 337 824.000 0.0049 22138 2.00 26.859 2.49 17.090 Pond 2 BASEhuff_010yr_03hr 3.49 821. 759 824.000 0.0050 23411 2.75 23.171 2.92 16.964 Pond 2 BASEhuff_010yr_06hr 6.15 821. 7 65 824.000 0.0050 23424 2.23 16.254 5.58 13.643 Pond 2 BASEhuff_010yr_12hr 7.65 821.450 824.000 0.0050 22460 5.98 18.095 6.14 13.613 Pond 2 BASEhuff_010yr_24hr 17.35 822.107 824.000 0.0050 24472 16.80 17 . 688 17.20 15.409 Pond 2 BASE huff_010yr_30m 1.53 818.414 824.000 0.0030 14465 0.92 10.163 1.20 3.457 Pond 3 BASEhuff_010yr_01hr 2.61 819.662 825.000 0.0031 22022 1.69 10.249 2.60 1.726 Pond 3 BASEhuff_010yr_02hr 3.05 820.640 825.000 0.0038 25948 2.48 17.489 3.04 9.138 Pond 3 BASEhuff_010yr_03hr 3.85 821. 027 825.000 0.0033 27707 2.92 17.920 3.85 12.580 Pond 3 BASEhuff_010yr_06hr 6.35 821.133 825.000 0.0031 28495 5.54 14.312 6.33 13.525 Pond 3 BASEhuff_010yr_12hr 8.21 820.970 825.000 0.0041 27385 6.13 14.338 8.20 12.075 Pond 3 BASEhuff_010yr_24hr 17.70 821.308 825.000 0.0043 29792 17.16 16.063 17.69 15.061 Pond 3 BASE huff_010yr_30m 5.01 818.331 825.000 0.0029 16426 1.20 3.520 0.00 0.000 Str 140 BASEhuff_010yr_01hr 0.94 825.885 829.500 0.0050 227 0.93 1.373 0.94 1.372 Str 140 BASEhuff_010yr_02hr 2.04 825.922 829.500 0.0044 229 2.03 1. 532 2.04 1. 530 Str 140 BASEhuff_010yr_03hr 3.03 825.981 829.500 0.0050 231 3.02 1. 796 3.03 1. 793 Str 140 BASEhuff_010yr_06hr 6.03 826.062 829.500 0.0050 234 6.01 2.184 6.01 2.183 Str 140 BASEhuff_010yr_12hr 10.86 826.068 829.500 0.0047 234 10.85 2.208 10.85 2.209 Str 140 BASEhuff_010yr_24hr 19.27 826.136 829.500 0.0024 235 19.24 2.556 19.24 2.556 Str 140 BASE huff_010yr_30m 0.52 825.909 829.500 0.0050 228 0.51 1.479 0.52 1. 473 Str 141 BASEhuff_010yr_01hr 0.93 828.558 840.000 0.0049 235 0.92 1. 301 0.93 1.300 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 10f2 ...~. /-C ..c JLM 10-10-05 Proposed 10-Year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Str 141 BASEhuff_010yr_02hr 2.03 828.601 840.000 0.0041 237 2.01 1.483 2.03 1. 481 Str 141 BASEhuff_010yr_03hr 3.03 828.662 840.000 0.0046 239 3.01 1. 755 3.02 1. 752 Str 141 BASEhuff_010yr_06hr 6.01 828.747 840.000 0.0048 242 6.00 2.155 6.01 2.155 Str 141 BASEhuff_010yr_12hr 10.85 828.754 840.000 0.0050 242 10.83 2.189 10.85 2.188 Str 141 BASEhuff_010yr_24hr 19.27 828.822 840.000 0.0041 243 19.23 2.532 19.24 2.532 Str 141 BASE huff_010yr_30m 0.51 828.587 840.000 0.0049 236 0.50 1. 427 0.51 1. 420 Str 142 BASEhuff_010yr_01hr 0.92 830.018 836.000 0.0049 183 0.92 1. 302 0.92 1. 301 Str 142 BASEhuff_010yr_02hr 2.02 830.062 836.000 -0.0040 186 2.00 1.487 2.01 1. 483 Str 142 BASEhuff_010yr_03hr 3.01 830.123 836.000 0.0050 187 3.00 1. 759 3.01 1. 755 Str 142 BASEhuff_010yr_06hr 6.00 830.207 836.000 0.0050 188 6.00 2.158 6.00 2.155 Str 142 BASEhuff_010yr_12hr 10.83 830.214 836.000 0.0047 189 10.83 2.189 10.83 2.189 Str 142 BASEhuff_010yr_24hr 19.26 830.282 836.000 -0.0040 189 19.24 2.533 19.23 2.532 Str 142 BASE huff_010yr_30m 0.50 830.049 836.000 0.0050 184 0.50 1.434 0.50 1. 427 Str 143 BASEhuff_010yr_01hr 1. 00 831. 360 836.000 0.0050 169 1.00 0.788 1.00 0.786 Str 143 BASEhuff_010yr_02hr 2.08 831. 481 836.000 0.0039 178 2.06 1. 187 2.08 1.187 Str 143 BASEhuff_010yr_03hr 3.03 831. 572 836.000 0.0048 180 3.00 1. 529 3.02 1. 526 Str 143 BASEhuff_010yr_06hr 6.00 831.693 836.000 0.0045 181 6.00 2.013 6.00 2.009 Str 143 BASEhuff_010yr_12hr 10.83 831. 714 836.000 0.0039 181 10.83 2.098 10.83 2.097 Str 143 BASEhuff_010yr_24hr 19.27 831. 7 91 836.000 -0.0018 180 19.24 2.425 19.24 2.425 Str 143 BASE huff_010yr_30m 0.50 831. 351 836.000 0.0046 159 0.50 0.765 0.50 0.758 Str 144 BASEhuff_010yr_01hr 1. 74 832.469 839.300 0.0010 206 1. 67 0.443 1. 69 0.443 Str 144 BASEhuff_010yr_02hr 2.50 832.661 839.300 0.0011 219 2.45 1. 005 2.47 1. 005 Str 144 BASEhuff_010yr_03hr 3.33 832.761 839.300 0.0010 223 3.29 1. 360 3.31 1. 360 Str 144 BASEhuff_010yr_06hr 6.16 832.891 839.300 0.0013 225 6.13 1. 867 6.15 1. 867 Str 144 BASEhuff_010yr_12hr 11.10 832.924 839.300 0.0011 225 11. 05 2.001 11. 03 2.001 Str 144 BASEhuff_010yr_24hr 19.34 832.998 839.300 0.0011 224 19.31 2.311 19.34 2.311 Str 144 BASE huff_010yr_30m 1. 46 832.291 839.300 0.0013 182 1.45 0.112 1.45 0.112 Str 145 BASEhuff_010yr_01hr 1. 70 835.834 839.500 0.0010 201 1. 65 0.443 1. 67 0.443 Str 145 BASEhuff_010yr_02hr 2.48 836.027 839.500 0.0011 213 2.46 1.005 2.45 1. 005 Str 145 BASEhuff_010yr_03hr 3.32 836.127 839.500 0.0013 215 3.30 1.361 3.29 1. 360 Str 145 BASEhuff_010yr_06hr 6.13 836.256 839.500 0.0013 214 6.15 1. 867 6.13 1. 8 67 Str 145 BASEhuff_010yr_12hr 11. 05 836.289 839.500 0.0017 213 11.06 2.001 11.05 2.001 Str 145 BASEhuff_010yr_24hr 19.31 836.363 839.500 0.0015 209 19.31 2.311 19.31 2.311 Str 145 BASE huff_010yr_30m 1. 48 835.656 839.500 0.0014 179 0.58 0.114 1.45 0.112 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of2 Ie JLM 10-19-05 Proposed Point C 10-Year 24 Hour Hydrograph 8 6 - ~ o ~ 4 o == .= jg ~ 2 c Node Point C 20 30 40 c - hufC010yr_24hr 50 60 70 o o 10 Time(hrs) Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u u u L' C C JLM 10-19-05 Proposed 2-Year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow O\ltflow hrs ft ft ft ft2 hrs cfs hrs cfs Off West BASEhuff_002yr_Olhr 1.36 823.984 830.000 0.0050 6048 1.25 7.207 1.36 6.578 Off West BASEhuff_002yr_02hr 2.11 824.240 830.000 0.0050 6462 2.00 10.639 2.11 10.396 Off West BASEhuff_002yr_03hr 3.00 824.216 830.000 0.0050 6424 2.83 10.063 3.00 10.017 Off West BASEhuff_002yr_06hr 5.12 824.060 830.000 -0.0050 6171 5.00 7.693 5.12 7.633 Off West BASEhuff_002yr_12hr 6.21 824.067 830.000 -0.0050 6182 6.16 7.788 6.21 7.741 Off West BASEhuff_002yr_24hr 16.98 824.141 830.000 -0.0050 6302 16.75 8.876 16.98 8.839 Off West BASE huff_002yr_30m 1.11 823.409 830.000 0.0032 5094 0.83 1. 370 1.11 0.943 Off West 2 BASEhuff_002yr_01hr 1.44 830.405 835.000 0.0003 4386 1.08 0.176 1.41 0.031 Off West-2 BASEhuff 002yr 02hr 2.28 830.492 835.000 0.0005 4401 2.00 0.251 2.25 0.123 Off West-2 BASEhuff=002yr=03hr 3.16 830.520 835.000 -0.0005 4404 2.58 0.234 3.14 0.167 Off West-2 BASEhuff_002yr_06hr 6.01 830.519 835.000 -0.0007 4404 4.83 0.188 5.90 0.165 Off West-2 BASEhuff_002yr_12hr 9.76 830.502 835.000 -0.0009 4402 6.00 0.178 9.75 0.138 Off West-2 BASEhuff_002yr_24hr 16.98 830.542 835.000 -0.0007 4407 16.75 0.227 16.93 0.205 Off West=2 BASE huff_002yr_30m 1.47 830.354 835.000 0.0001 4359 0.67 0.014 0.34 0.004 Point C BASEhuff_002yr_01hr 0.00 819.000 822.000 0.0000 20 1.08 3.542 0.00 0.000 Point C BASEhuff_002yr_02hr 0.00 819.000 822.000 0.0000 20 1.83 3.799 0.00 0.000 Point C BASEhuff_002yr_03hr 0.00 819.000 822.000 0.0000 20 2.57 3.441 0.00 0.000 Point C BASEhuff_002yr_06hr 0.00 819.000 822.000 0.0000 20 6.02 5.801 0.00 0.000 Point C BASEhuff_002yr_12hr 0.00 819.000 822.000 0.0000 20 10.83 7.079 0.00 0.000 Point C BASEhuff_002yr_24hr 0.00 819.000 822.000 0.0000 20 19.24 '8.632 0.00 0.000 Point C BASE huff_002yr_30m 0.00 819.000 822.000 0.0000 20 0.58 1. 7 63 0.00 0.000 Pond 1 BASEhuff_002yr_01hr 1.87 840.301 844.000 0.0004 63663 1.08 3.025 1.80 0.060 Pond 1 BASEhuff_002yr_02hr 2.64 840.410 844.000 0.0006 64192 1.83 3.209 2.60 0.192 Pond 1 BASEhuff_002yr_03hr 3.51 840.480 844.000 0.0005 64528 2.58 2.832 3.48 0.312 Pond 1 BASEhuff_002yr_06hr 6.35 840.601 844.000 0.0005 65112 4.83 2.093 6.32 0.573 Pond 1 BASEhuff_002yr_12hr 12.15 840.681 844.000 0.0008 65494 6.00 2.140 12.13 0.775 Pond 1 BASEhuff_002yr_24hr 21. 76 840.737 844.000 0.0007 65765 16.75 2.400 21. 59 0.930 Pond 1 BASE huff_002yr_30m 1.52 840.226 844.000 0.0003 63295 0.66 1.115 1.38 0.012 Pond 2 BASEhuff_002yr_01hr 2.00 818.020 824.000 0.0030 13253 1.36 6.581 1. 61 2.616 Pond 2 BASEhuff_002yr_02hr 2.80 819.088 824.000 0.0050 16506 2.08 10.483 2.43 3.937 Pond 2 BASEhuff_002yr_03hr 3.66 819.661 824.000 0.0049 18043 3.00 10.144 3.49 5.468 Pond 2 BASEhuff_002yr_06hr 6.49 820.148 824.000 0.0040 19250 5.12 7.725 5.77 5.689 Pond 2 BASEhuff_002yr_12hr 10.63 820.233 824.000 0.0050 19430 6.20 7.823 10.05 5.107 Pond 2 BASEhuff_002yr_24hr 17.77 820.420 824.000 0.0050 19838 16.90 8.935 17.22 6.979 Pond 2 BASE huff_002yr_30m 5.01 817.337 824.000 0.0015 11075 1.11 0.943 1.18 0.498 Pond 3 BASEhuff_002yr_01hr 5.00 817.990 825.000 0.0025 14823 1. 61 2.646 0.00 0.000 Pond 3 BASEhuff_002yr_02hr 6.00 818.925 825.000 0.0029 19306 2.41 4.055 0.00 0.000 Pond 3 BASEhuff_002yr_03hr 4.52 819.480 825.000 0.0037 21382 3.48 5.603 4.51 0.884 Pond 3 BASEhuff 002yr 06hr 6.70 820.057 825.000 0.0037 23449 5.77 5.987 6.69 4.285 Pond 3 BASEhuff=002yr=12hr 10.91 820.145 825.000 0.0036 23829 10.03 5.332 10.85 4.954 Pond 3 BASEhuff 002yr 24hr 18.14 820.292 825.000 0.0046 24465 17.20 7.284 18.14 6.145 Pond 3 BASE huff_002yr_30m 5.01 817.338 825.000 0.0017 13383 1.18 0.498 0.00 0.000 Str 140 BASEhuff_002yr_01hr 0.95 825.672 829.500 0.0044 212 0.94 0.604 0.95 0.603 Str 140 BASEhuff_002yr_02hr 1. 73 825.652 829.500 0.0050 210 1.71 0.544 1.72 0.542 Str 140 BASEhuff_002yr_03hr 3.03 825.662 829.500 0.0044 211 3.02 0.574 3.03 0.573 Str 140 BASEhuff_002yr_06hr 6.03 825.720 829.500 0.0047 216 6.02 0.753 6.03 0.752 Str 140 BASEhuff 002yr 12hr 12.01 825.761 829.500 0.0050 219 12.01 0.890 12.00 0.889 Str 140 BASEhuff=002yr=24hr 19.29 825.808 829.500 0.0022 223 19.28 1. 063 19.28 1. 063 Str 140 BASE huff_002yr_30m 0.55 825.675 829.500 0.0049 212 0.53 0.617 0.55 0.611 Str 141 BASEhuff_002yr_01hr 0.93 828.356 840.000 0.0043 220 0.91 0.585 0.92 0.584 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 1 of2 /c 'C C JLM 10-19-05 Proposed 2-Year Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Str 141 BASEhuff_002yr_02hr 1.71 82B.334 B40.000 0.0047 217 1.69 0.522 1.71 0.521 Str 141 BASEhuff_002yr_03hr 3.02 828.346 840.000 0.0050 219 3.01 0.558 3.02 0.556 Str 141 BASEhuff_002yr_06hr 6.02 828.406 840.000 0.0050 224 6.01 0.741 6.02 0.740 Str 141 BASEhuff 002yr 12hr 12.01 82B.44B 840.000 0.0046 22B 12.00 0.882 12.01 0.8B2 Str 141 BASEhuff-002yr-24hr 19.28 828 . 4 95 840.000 0.0041 231 19.26 1. 051 19.2B 1. 051 Str 141 BASE hUff_002yr_30m 0.53 B28.366 840.000 0.0049 221 0.51 0.622 0.53 0.614 Str 142 BASEhuff_002yr_01hr 0.91 B29.B16 836.000 0.0050 174 0.92 0.585 0.91 0.585 Str 142 BASEhuff_002yr_02hr 1. 69 829.794 B36.000 0.0049 173 1. 67 0.524 1. 69 0.522 Str 142 BASEhuff_002yr_03hr 3.01 829.807 836.000 0.0050 175 3.00 0.560 3.01 0.558 Str 142 BASEhuff_002yr_06hr 6.01 829.867 836.000 0.0049 179 6.00 0.743 6.01 0.741 Str 142 BASEhuff_002yr_12hr 12.00 829.90B 836.000 0.0041 181 12.00 0.B82 12.00 0.B82 Str 142 BASEhuff_002yr_24hr 19.26 B29.955 836.000 -0.0040 1B3 19.26 1.052 19.26 1. 051 Str 142 BASE huff_002yr_30m 0.51 B29.B29 B36.000 -0.0050 174 0.50 0.630 0.51 0.622 Str 143 BASEhuff_002yr_01hr 0.93 831.177 836.000 0.0048 153 0.92 0.313 0.92 0.312 Str 143 BASEhuff 002yr 02hr 2.01 831.191 836.000 0.0047 163 2.00 0.345 2.01 0.342 Str 143 BASEhuff-002yr-03hr 3.01 831. 227 836.000 0.0046 167 3.00 0.426 3.01 0.423 Str 143 BASEhuff=002yr=06hr 6.01 831. 316 836.000 0.0044 173 6.00 0.657 6.01 0.655 Str 143 BASEhuff_002yr_12hr 12.00 B31. 376 836.000 0.0030 176 12.00 0.836 12.00 0.B36 Str 143 BASEhuff_002yr_24hr 21. 4B B31. 424 B36.000 0.0016 17B 21. 49 0.991 21. 38 0.990 Str 143 BASE huff_002yr_30m 0.51 B31.184 836.000 0.0048 164 0.50 0.333 0.51 0.326 Str 144 BASEhuff_002yr_01hr 2.02 832.244 839.300 O.OOOB 173 2.00 0.060 1. 92 0.060 Str 144 BASEhuff_002yr_02hr 2.64 832.346 839.300 0.0007 191 2.58 0.193 2.64 0.193 Str 144 BASEhuff_002yr_03hr 3.53 832.411 839.300 0.0007 200 3.43 0.312 3.49 0.313 Str 144 BASEhuff_002yr_06hr 6.30 B32.522 839.300 0.0008 210 6.23 0.578 6.25 0.578 Str 144 BASEhuff_002yr_12hr 12.05 832.594 839.300 0.0010 215 12.01 0.787 12.05 0.787 Str 144 BASEhuff 002yr 24hr 21. 54 832.643 839.300 0.0012 218 21. 53 0.944 21.49 0.944 Str 144 BASE huff_002yr_30m 1.86 832.173 839.300 0.0006 153 1. 65 0.012 LBO 0.012 Str 145 .BASEhuff 002yr 01hr 2.00 B35.609 839.500 0.0011 170 LBO 0.060 2.00 0.060 Str 145 BASEhuff-002yr-02hr 2.65 B35.711 839.500 0.0009 188 2.60 0.193 2.5B 0.193 Str 145 BASEhuff=002yr=03hr 3.51 835.776 839.500 0.0010 196 3.45 0.313 3.43 0.312 Str 145 BASEhuff 002yr 06hr 6.26 835.B87 839.500 0.0014 205 6.25 0.57B 6.23 0.57B Str 145 BASEhuff=002yr=12hr 12.01 B35.959 B39.500 O.OOlB 210 12.00 0.78B 12.01 0.7B7 Str 145 BASEhuff 002yr 24hr 21. 59 B36.00B 839.500 -0.0013 212 21. 59 0.944 21. 53 0.944 Str 145 BASE huff_002yr_30m 1.65 835.53B B39.500 0.0009 149 0.67 0.012 1. 65 0.012 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of2 (\ 'c JLM 10-19-05 Proposed Point C 2-Year 24 Hour Hydrograph 10 Node Point C 8 6 - ~ CJ ....... ~ 0 ti= E ro - 4 ~ 2 o o 10 20 30 40 Time(hrs) c - hufC002yr_24hr 50 60 70 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. y y ~ u ( JLM Sub-Area Identifier/ 04151 Laurel Ridge Proposed Conditions Hamilton County, Indiana Sub-Area Time of Concentration Details Flow Length (ft) Mannings's Slope n (ft/ft) End Area (sq ft) Wetted Perimeter (ft) Velocity (ft/sec) Travel Time (hr) -------------------------------------------------------------------------------- Basin 1 SHEET SHALLOW SHALLOW CHANNEL Basin 2 SHEET Basin 3 SHEET CHANNEL y C2 Off SHEET SHALLOW C3 Off SHEET SHALLOW CHANNEL CHANNEL C4 Off SHEET SHALLOW Basin 4 SHEET Basin 128 SHEET SHALLOW CHANNEL ~ , "- 100 3100 100 4200 6750 3500 100 530 1078 100 70 400 280 0.0100 0.0100 0.0130 100 0.0500 100 940 0.0100 0.0100 0.0089 0.0100 0.0035 100 610 0.0100 0.0500 100 0.0500 0.0200 0.0200 WinTR-55, Version 1.00.00 0.240 0.050 0.025 0.240 0.240 0.150 0.050 0.150 0.050 0.240 0.050 0.240 0.240 0.050 Page Time of Concentration 3.000 Time of Concentration Time of Concentration 3.000 Time of Concentration 3.000 4.000 Time of Concentration Time of Concentration Time of Concentration 1 3.000 10/7 /2005 0.344 0.012 0.048 0.026 0.430 0.181 0.181 0.344 0.087 0.431 0.236 0.566 0.802 0.236 1.222 0.625 0.243 2.326 0.344 0.047 0.391 0.181 0.181 0.261 0.065 0.100 10:48:21 AM Q JLM Sub-Area Identifier Basin 1 Basin 2 Basin 3 C2 Off y C3 Off C4 Off Basin 4 04151 Laurel Ridge Proposed Conditions Hamilton County, Indiana Sub-Area Land Use and Curve Number Details Land Use Open space; grass cover> 75% (good) Open space; grass cover> 75% (good) Paved parking lots, roofs, driveways Paved parking lots, roofs, driveways Total Area / Weighted Curve Number Open space; grass cover> 75% Open space; grass cover> 75% Total Area / Weighted Curve Number Open space; grass cover > 75% Open space; grass cover> 75% Total Area / Weighted Curve Number Open space; grass cover > 75% Open space; grass cover> 75% Residential districts (1/3 acre) Residential districts (1/3 acre) Total Area / Weighted Curve Number Residential districts (2 acre) Residential districts (2 acre) Total Area / Weighted Curve Number Open space; grass cover> 75% Open space; grass cover> 75% Total Area / Weighted Curve Number Open space; grass cover> 75% Open space; grass cover> 75% Total Area / Weighted Curve Number (good) (good) (good) (good) (good) (good) (good) (good) (good) (good) Basin 128 Open space; grass cover > 75% (good) Open space; grass cover > 75% (good) Paved parking lots, roofs, driveways Paved parking lots, roofs, driveways Total Area / Weighted Curve Number Basin 140 Open space; grass cover> 75% ~ WinTR-55, Version 1.00.00 Page (good) 1 Hydrologic Soil Group B C B C B C B C B C B C B C B C B C B C B C B Sub-Area Area (ac) 8.55 8.55 1. 75 1. 75 20.6 .7 .7 1.4 6.1 6.1 12.2 20.5 20.5 20.75 20.75 82.5 507.5 507.5 1015 1.25 1.25 2.5 1 1 2 3.85 3.85 1.5 1.5 10.7 .11 10/7 /2005 Curve Number 61 74 98 98 73 61 74 68 61 74 68 61 74 72 81 72 65 77 71 61 74 68 61 74 68 61 74 98 98 76 61 10:48:21 AM u ( JLM 04151 Laurel Ridge Proposed Conditions Hamilton County, Indiana Sub-Area Land Use and Curve Number Details (continued) Sub-Area Identifier Hydrologic Soil Group Land Use Sub-Area Area (ac) Curve Number Open space; grass cover> 75% (good) C .11 74 Total Area / Weighted Curve Number .22 68 Basin 142 Open space; grass cover> 75% (good) B .17 61 Open space; grass cover> 75% (good) C .17 74 Paved parking lots, roofs, driveways B .17 98 Paved parking lots, roofs, driveways C .17 98 Total Area / Weighted Curve Number .68 83 y y Page 2 WinTR-55, Version 1.00.00 10/7 /2005 10:48:21 AM ~ JLM Sub-Area Identifier/ 04151 Laurel Ridge Proposed Conditions Hamilton County, Indiana Sub-Area Time of Concentration Details (continued) Flow Length (ft) Mannings's Slope n (ft/ft) End Area (sq ft) Wetted Perimeter (ft) Velocity (ft/sec) Travel Time (hr) -------------------------------------------------------------------------------- Basin 140 SHEET Basin 142 SHEET SHALLOW y ~ 100 0.0600 0.240 65 300 0.0200 0.0570 0.240 0.025 WinTR-55, Version 1.00.00 Page Time of Concentration Time of Concentration Time of Concentration 2 10/7 /2005 0.426 0.168 0.168 0.185 0.017 0.202 10:48:21 AM v JLM Sub-Area Identifier/ Basin 145 SHEET Basin 143 SHEET SHALLOW y y 04151 Laurel Ridge Proposed Conditions Continued Hamilton County, Indiana Sub-Area Time of Concentration Details Flow Length (ft) Mannings's Slope n (ft/ft) 100 0.0200 0.240 65 300 0.0200 0.0570 0.240 0.025 WinTR-55, Version 1.00.00 Page End Area (sq ft) Wetted Perimeter (ft) Velocity (ft/sec) Time of Concentration Time of Concentration 1 10/7 /2005 Travel Time (hr) 0.261 0.261 0.185 0.017 0.202 10:52:28 AM y JLM 04151 Laurel Ridge Proposed Conditions Continued Hamilton County, Indiana Sub-Area Land Use and Curve Number Details Sub-Area Identifier Land Use Hydrologic Soil Group Sub-Area Area (ac) Curve Number Basin 145 Open space; grass cover> 75% (good) B .185 61 Open space; grass cover> 75% (good) C .185 74 Total Area / Weighted Curve Number .37 68 Basin 143 Open space; grass cover> 75% (good) B .185 61 Open space; grass cover> 75% (good) C .185 74 Paved parking lots, roofs, driveways B .185 98 Paved parking lots, roofs, driveways C .185 98 Total Area / Weighted Curve Number .74 83 y y WinTR-55, Version 1.00.00 Page 1 10/7 /2005 10:52:28 AM y y y (-C JLM 10-7-05 Proposed Node Schematic Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins o Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach A:Off West U:Basin C2 P:Off West A: Pond 2 U:Basin 2 P: P2 W:Weir 3 P:P2 2 A: Pond 3 A:Off West 2 U:Basin C4 Off /-C A:Pond 1 U:Basin 1 A: Str 143 U:Basin 143 P: 143 A: Str 142 U:Basin 142 P:Pond 3 W:Weir 2 T:Point C U:Basin 3 U:Basin 128 P:P1 ~ P:144 .......... ~, P:142 P: 140 A:Str 145 U:Basin 145 P:145 \............ mr" -c Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. I~ i ; A: Str ..................................... ................................/ 144 l-rj A:Str 141 ."~"""" ron I P: 141 i I \..... A: Str 140 U:Basin 140 y y ~ JLM 10-10-05 Proposed Input ==== Basins ============================================================================== Name: Basin 1 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 20.600 Curve Number: 73.00 DCIA('ll): 0.00 Name: Basin 128 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 10.700 Curve Number: 76.00 DClA('ll): 0.00 Name: Basin 140 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.220 Curve Number: 68.00 DClA('ll): 0.00 Status: Onsite Node: Pond 1 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 26.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: Point C Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 26.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: Str 140 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: Basin 142 Group: BASE ---------------------------------------------------------------------------------------------------- Node: Str 142 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.680 Curve Number: 83.00 DClA('ll): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 12.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Basin 143 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.740 Curve Number: 83.00 DCIA('ll): 0.00 Name: Basin 145 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.370 Curve Number: 68.00 DCIA('ll): 0.00 Node: Str 143 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 12.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: Str 145 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 16.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Page 1 of 18 Interconnected Channel and Pond Routing Model (ICPR) <<::>2002 Streamline Technologies, Inc. ~.. y y JLM 10-10-05 Proposed Input Name: Basin 2 Group: BASE Node: Pond 2 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph Rainfall File Rainfall Amount (in) Area (ac) : Curve Number: DCIA(%) : Uh484 0.000 1. 400 68.00 0.00 Name: Basin 3 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 12.200 Curve Number: 68.00 DCIA(%): 0.00 Name: Basin 4 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 2.000 Curve Number: 68.00 DCIA(%): 0.00 Name: Basin C2 Off Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 82.500 Curve Number: 72.00 DCIA(%): 0.00 Name: Basin C4 Off Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 2.500 Curve Number: 68.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: Point C Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 26.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: Pond 3 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: Off West Type: SCS Unit Hydrograph Status: Offsite Peaking Factor: Storm Duration(hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 48.00 0.00 999999.000 Node: Off West 2 Type: SCS Unit-Hydrograph Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 23.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ========================================================================================== ~=== Nodes =======~~~~~~~========~=~~~~~===============~~~~~~~=========~=~~==========~~~~= ========================================================================================== Name: Off West Group: BASE Type: Stage/Area Stage (ft) Area (ac) 823.000 0.1000 830.000 0.3500 Name: Off West 2 Group: BASE - Type: Stage/Area Base Flow(cfs): 0.000 Init Stage (ft) : 823.080 Warn Stage (ft) : 830.000 Base Flow(cfs): 0.000 Init Stage (ft) : 830.350 Warn Stage (ft) : 835.000 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 2 of 18 y y ~. '...~ - JLM 10-10-05 Proposed Input Stage (ft) Area (ac) 830.350 0.1000 833.000 0.1000 Name: Point C Group: BASE Type: Time/Stage Time (hrs) Stage(ft) 0.00 819.000 48.00 819.000 Name: Pond 1 Group: BASE Type: Stage/Area Stage (ft) 840.200 841.000 842.000 Name: Pond 2 Group: BASE Type: Stage/Area Stage (ft) 817.000 818.000 819.000 820.000 821. 000 822.000 823.000 824.000 Name: Pond 3 Group: BASE Type: Stage/Area Stage(ft) 817.200 818.000 819.000 820.000 821. 000 822.000 823.000 Name: Str 140 Group: BASE Type: Stage/Area Stage(ft) 825.300 829.500 830.000 Name: Str 141 Area (ac) 1. 4500 1.5380 1.7100 Area (ac) 0.2300 0.3000 0.3700 0.4300 0.4800 0.5500 0.6200 0.7000 Area(ac) 0.3000 0.3400 0.4500 0.5300 0.6300 0.8000 0.9800 Area (ac) 0.0003 0.0003 0.3000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow (cfs) : 0.000 Init Stage (ft) : 819.000 Warn Stage (ft) : 822.000 Init Stage (ft) : 840.200 Warn Stage (ft) : 844.000 Init Stage (ft) : 817.200 Warn Stage (ft) : 824.000 Init Stage (ft) : 817.200 Warn Stage (ft) : 825.000 Init Stage (ft) : 825.300 Warn Stage(ft): 829.500 Init Stage (ft) : 827.990 Page 3 of 18 Interconnected Channel and Pond Routing Model (ICPR) <<::>2002 Streamline Technologies, Inc. ~ y y JLM 10-10-05 Proposed Input Group: BASE Type: Stage/Area Warn Stage(ft): 840.000 Stage(ft) 827.990 840.000 840.500 Name: Str 142 Group: BASE Type: Stage/Area Stage(ft) 829.700 836.000 836.500 Name: Str 143 Group: BASE Type: Stage/Area Stage (ft) 830.900 836.000 836.500 Name: Str 144 Group: BASE Type: Stage/Area Stage(ft) 832.130 839.300 839.800 Name: Str 145 Group: BASE Type: Stage/Area Stage(ft) 835.500 839.500 840.000 Area (ac) 0.0003 0.0003 0.3000 Base F1ow(cfs): 0.000 Area (ac) 0.0003 0.0003 0.3000 Base Flow(cfs): 0.000 Area(ac) 0.0003 0.0003 0.3000 Base Flow(cfs): 0.000 Area(ac) 0.0003 0.0003 0.3000 Base F1ow(cfs): 0.000 Area (ac) 0.0003 0.0003 0.3000 Init Stage(ft): 829.700 Warn Stage (ft) : 836.000 Init Stage (ft) : 830.900 Warn Stage (ft) : 836.000 Init Stage (ft) : 832.130 Warn Stage (ft) : 839.300 Init Stage (ft) : 835.500 Warn Stage (ft) : 839.500 ==== Pipes ==========~~~~~~~~~~=~=============~~~~~==~~===~==================~~~=~======== Name: 140 Group: BASE UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert (ft) : 825.300 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Str 140 To Node: Point C DOWNSTREAM Circular 18.00 18.00 824.000 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Length (ft) : 57.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctr1 Spec: Use dn Stabilizer Option: None Interconnected Channel and Pond Routing Model (ICPR) <<;)2002 Streamline Technologies, Inc. Page 4 of 18 U I y y JLM 10-10-05 Proposed Input Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 141 Group: BASE UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert (ft) : 827.990 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Str 141 To Node: Str 140 DOWNSTREAM Circular 18.00 18.00 825.300 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 142 Group: BASE UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert (ft) : 829.450 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Str 142 To Node: Str 141 DOWNSTREAM Circular 18.00 18.00 827.990 0.013000 0.000 0.000 Upstream FHWA Inlet ,Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 143 Group: BASE UPSTREAM Geometry: Circular Span (in): 15.00 Rise(in): 15.00 Invert (ft) : 830.900 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Str 143 To Node: Str 142 DOWNSTREAM Circular 15.00 15.00 829.700 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 118.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length 1ft) : 64.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 50.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 144 From Node: Str 144 Length(ft) : 65.00 Group: BASE To Node: Str 143 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in) : 15.00 15.00 Entrance Loss Coef: 0.50 Rise (in) : 15.00 15.00 Exit Loss Coef: 1.00 Page 5 of 18 Interconnected Channel and Pond Routing Model (ICPR) <<::>2002 Streamline Technologies, Inc. JLM 10-10-05 Proposed Input u Invert (ft) : 832.130 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 830.900 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 145 Group: BASE From Node: Str 145 To Node: Str 144 UPSTREAM Geometry: Circular Span (in) : 15.00 Rise(in): 15.00 Invert (ft) : 835.500 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 DOWNSTREAM Circular 15.00 15.00 832.130 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall y Name: Off West From Node: Off West Group: BASE To Node: Pond 2 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span (in) : 66.00 66.00 Rise(in) : 66.00 66.00 Invert (ft) : 823.080 822.380 Manning's N: 0.024000 0.024000 Top Clip (in) : 0.000 0.000 Bot Clip (in) : 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: Off West 2 Group: BASE - From Node: Off West 2 To Node: Pond 3 - UPSTREAM Geometry: Circular Span (in): 18.00 Rise(in): 18.00 Invert (ft) : 830.350 Manning's N: 0.024000 Top Clip(in): 0.000 Bot Clip(in): 0.000 DOWNSTREAM Circular 18.00 18.00 826.000 0.024000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall v ',- Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 126.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 81.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : Count: Friction Equation: Solution Algorithm: Flow: Entrance Loss Coef: Exit Loss Coef: Bend Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Stabilizer Option: 105.00 1 Average Conveyance Most Restrictive Both 0.50 1.00 0.00 Use dc or tw Use dn None Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. Page 6 of 18 v y JLM 10-10-05 Proposed Input Name: PI Group: BASE From Node: Pond 1 To Node: Str 145 Length (ft) : 58.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 60.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 150.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: Pond 3 From Node: Pond 3 Length(ft) : 24.00 Group: BASE To Node: Point C Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span (in) : 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in) : 24.00 24.00 Exit Loss Coef: 1. 00 Invert (ft) : 819.100 817.750 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip (in) : 0.000 0.000 Inlet Ctrl Spec: Use dn y Bot Clip(in): 0.000 0.000 Stabilizer Option: None .~ UPSTREAM Geometry: Circular Span (in) : 12.00 Rise(in): 12.00 Invert (ft) : 840.200 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 DOWNSTREAM Circular 12.00 12.00 836.430 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: P2 From Node: Pond 2 Group: BASE To Node: Pond 3 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 21. 00 21. 00 Rise (in) : 21. 00 21. 00 Invert (ft) : 819.000 818.700 Manning's N: 0.013000 0.013000 Top Clip (in) : 0.000 0.000 Bot Clip (in) : 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: P2 2 From Node: Pond 2 Group: BASE To Node: Pond 3 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span (in) : 15.00 15.00 Rise(in) : 15.00 15.00 Invert (ft) : 812.250 812.250 Manning's N: 0.013000 0.013000 Top Clip (in) : 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Interconnected Channel and Pond Routing Model (ICPR) (92002 Streamline Technologies, Inc. Page 7 of 18 v y u JLM 10-10-05 Proposed Input Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall ==== Weirs =====~~~~~=~~=========================================~~~=~~~~~==~============= Name: Weir 2 Group: BASE Flow: Both Type: Vertical: Mavis From Node To Node Count Geometry Bottom Width(ft): 45.00 Left Side Slope (h/v) : 3.00 Right Side Slope(h/v): 3.00 Invert (ft) : 822.000 Control Elevation(ft): 822.000 Struct Opening Dim(ft): 9999.00 Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Name: Weir 3 Group: BASE Flow: Both Type: Vertical: Mavis From Node: To Node Count Geometry Bottom Width(ft): 50.00 Left Side Slope (h/v) : 3.00 Right Side Slope(h/v): 3.00 Invert(ft): 824.500 Control Elevation(ft): 824.500 Struct Opening Dim(ft): 9999.00 Bottom Clip(ft): 0.000 Top Clip(ft): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Pond 3 Point C 1 Trapezoidal TABLE Pond 2 Pond 3 1 Trapezoidal TABLE ==== Hydrology Simulations ~~~~~~~============================~~~=~~~=============~=~==~~~ ========================================================================================== Name: huff 002yr 01hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_01hr.R32 Override Defaults: Yes Storm Duration (hrs) : 1.00 Rainfall File: Huff-indyl-50 Rainfall Arnount(in): 1.37 Time (hrs) Print Inc(min) 2.000 5.00 Name: huff 002yr 02hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_02hr.R32 Override Defaults: Yes Storm Duration (hrs) : 2.00 Rainfall File: Huff-indyl-50 Rainfall Arnount(in): 1.69 Time (hrs) Print Inc(min) 4.000 5.00 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 8 of 18 ~ y ~ JLM 10-10-05 Proposed Input Name: huff 002yr 03hr Filename: S:\Projects\04l5l\icpr\proposed\huff_002yr_03hr.R32 Override Defaults: Yes Storm Duration (hrs) : 3.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 1.87 Time (hrs) Print Inc(min) 6.000 5.00 Name: huff 002yr 06hr Filename: S:\Projects\04l5l\icpr\proposed\huff_002yr_06hr.R32 Override Defaults: Yes Storm Duration (hrs) : 6.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.19 Time (hrs) Print Inc (min) 10.000 10.00 Name: huff 002yr l2hr Filename: S:\Projects\04l5l\icpr\proposed\huff_002yr_12hr.R32 Override Defaults: Yes Storm Duration (hrs) : 12.00 Rainfall File: Huff-indy2-50 Rainfall Amount (in) : 2.54 Time (hrs) Print Inc (min) 20.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 002yr 24hr Filename: S:\Projects\04l5l\icpr\proposed\huff_002yr_24hr.R32 Override Defaults: Yes Storm Duration (hrs) : 24.00 Rainfall File: huff indy3-50 Rainfall Amount (in) : 2.92- Time (hrs) Print Inc (min) 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: huff 002yr 30m Filename: S:\Projects\04l5l\icpr\proposed\huff_002yr_30m.R32 Override Defaults: Yes Storm Duration(hrs): 0.50 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 1.08 Time (hrs) Print Inc(min) 2.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff OlOyr Olhr Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_Olhr,R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.00 Time (hrs) Print Inc (min) 2.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff OlOyr 02hr Filename: S:\projects\04l5l\icpr\proposed\huff_OlOyr_02hr.R32 Override Defaults: Yes Storm Duration (hrs) : 2.00 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 9 of 18 u u v ". JLM 10-10-05 Proposed Input Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.46 Time (hrs) Print Inc(min) 4.000 5.00 Name: huff OlOyr 03hr Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_03hr.R32 Override Defaults: Yes Storm Duration (hrs) : 3.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.72 Time (hrs) Print Inc(min) 6.000 5.00 Name: huff OlOyr 06hr Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_06hr.R32 Override Defaults: Yes Storm Duration(hrs): 6.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 3.19 Time (hrs) Print Inc(min) 10.000 10.00 Name: huff OlOyr l2hr Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_12hr.R32 Override Defaults: Yes Storm Duration (hrs) : 12.00 Rainfall File: Huff-indy2-50 Rainfall Amount (in) : 3.70 Time (hrs) Print Inc(min) 20.000 10.00 Name: huff OlOyr 24hr Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_24hr.R32 Override Defaults: Yes Storm Duration (hrs) : 24.00 Rainfall File: huff indy3-50 Rainfall Amount (in) : 4.25- Time (hrs) Print Inc(min) 30.000 15.00 Name: huff OlOyr 30m Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_30m.R32 Override Defaults: Yes Storm Duration(hrs): 0.50 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 1.57 Time (hrs) Print Inc(min) 2.000 5.00 Name: huff 100yr Olhr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_Olhr.R32 Override Defaults: Yes Storm Duration (hrs) : 1.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 3.21 Time (hrs) Print Inc (min) Interconnected Channel and Pond Routing Model (ICPR) <<;)2002 Streanlline Technologies, Inc. Page 10 of18 u ~ ~ JLM 10-10-05 Proposed Input 2.000 5.00 Name: huff 100yr 02hr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_02hr.R32 Override Defaults: Yes Storm Duration (hrs) : 2.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 3.97 Time (hrs) Print Inc(min) 4.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 03hr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_03hr.R32 Override Defaults: Yes Storm Duration (hrs) : 3.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 4.38 Time (hrs) Print Inc(min) 6.000 5.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 06hr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_06hr.R32 Override Defaults: Yes Storm Duration (hrs) : 6.00 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 5.13 Time (hrs) Print Inc(min) 10.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr l2hr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_12hr.R32 Override Defaults: Yes Storm Duration (hrs) : 12.00 Rainfall File: Huff-indy2-50 Rainfall Amount (in) : 5.95 Time (hrs) Print Inc(min) 20.000 10.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 24hr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_24hr.R32 Override Defaults: Yes Storm Duration (hrs) : 24.00 Rainfall File: huff indy3-50 Rainfall Amount (in) : 6.84- Time(hrs) Print Inc(min) 30.000 15.00 ---------------------------------------------------------------------------------------------------- Name: huff 100yr 30m Filename: S:\projects\04l5l\icpr\proposed\huff_lOOyr_30m.R32 Override Defaults: Yes Storm Duration (hrs) : 0.50 Rainfall File: Huff-indyl-50 Rainfall Amount (in) : 2.53 Time (hrs) Print Inc(min) 2.000 5.00 ==============================================================================~=========== ===~ Routing Simulations ~====~~~====~~======~=======~======~~=====~======~~~====~~======~ ========================================================================================== Page 11 of 18 Interconnected Channel and Pond Routing Model (ICPR) lD2002 Streamline Technologies, Inc. u y " y JLM 10-10-05 Proposed Input Execute: No Alternative: No Name: huff 002yr 01hr Hydrology Sim: huff 002yr 01hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_01hr.I32 Restart: No Patch: No Max Delta Z (ft) : Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 5.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 02hr Hydrology Sim: huff 002yr 02hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_02hr.I32 Restart: No Patch: No Max Delta Z (ft) : Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc (min) 1.000 5.000 6.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 6.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 03hr Hydrology Sim: huff 002yr 03hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_03hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time(sec): Boundary Stages: Time (hrs) Print Inc(min) 10.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 10.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 06hr Hydrology Sim: huff 002yr 06hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_06hr.I32 Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Delta Z Factor: 0.00500 Interconnected Channel and Pond Routing Model (ICPR) 1{:)2002 Streamline Technologies, Inc. Page 12 of 18 ~ y y JLM 10-10-05 Proposed Input Start Time (hrs) : 0.000 Min Calc Time (sec) : 0.5000 Boundary Stages: End Time(hrs) 15.00 Max Calc Time(sec) 60.0000 Boundary Flows 15.000 10.000 Time (hrs) Print Inc(min) Group Run BASE Yes Execute: No Alternative: No Name: huff 002yr 12hr Hydrology Sim: huff 002yr 12hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_12hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 30.000 10.000 Group Run BASE Yes 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 30.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 24hr Hydrology Sim: huff 002yr 24hr Filename: S:\Projects\04151\icpr\proposed\huff_002yr_24hr.I32 Restart: No Patch: No Delta Z Factor: 0.00500 Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 0.5000 Boundary Stages: Time (hrs) Print Inc(min) 60.000 15.000 Group Run BASE Yes End Time (hrs) : 60.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: No Alternative: No Name: huff 002yr 30m Hydrology Sim: huff 002yr 30m Filename: S:\Projects\04151\icpr\proposed\huff_002yr_30m.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 5.000 10.000 1. 00 10.000 0.000 0.5000 D~lta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Page 13 of 18 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u y y JLM 10-10-05 Proposed Input Group Run BASE Yes Execute: Yes Alternative: No Name: huff 010yr 01hr Hydrology Sim: huff 010yr 01hr Filename: S:\Projects\04151\icpr\proposed\huff_010yr_01hr.I32 Restart: No Patch: No 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 Max Delta Z(ft): Time Step Optimizer: Start Time(hrs): Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 5.000 10.000 Group Run BASE Yes End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 010yr 02hr Hydrology Sim: huff 010yr 02hr Filename: S:\Projects\04151\icpr\proposed\huff_010yr_02hr.I32 Restart: No Patch: No Delta Z Factor: 0.00500 Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 0.5000 Boundary Stages: End Time (hrs) : 6.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 010yr 03hr Hydrology Sim: huff 010yr 03hr Filename: S:\Projects\04151\icpr\proposed\huff_010yr_03hr.I32 Restart: No Patch: No 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 Time (hrs) Print Inc(min) 1.000 5.000 6.000 10.000 Group Run BASE Yes End Time (hrs) : 10.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Name: huff 010yr 06hr Hydrology Sim: huff 010yr 06hr Filename: S:\Projects\04151\icpr\proposed\huff_010yr_06hr.I32 Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 10.000 10.000 Group Run BASE Yes Page 14 of 18 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u u " u ". JLM 10-10-05 Proposed Input Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z (ft) Time Step Optimizer Start Time (hrs) Min Calc Time(sec) Boundary Stages Time (hrs) Print Inc(min) 15.000 10.000 Group Run BASE Yes 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 15.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff OlOyr l2hr Hydrology Sim: huff OlOyr l2hr Filename: s:\Projects\04l5l\icpr\proposed\huff_OlOyr_12hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 30.000 10.000 Group Run BASE Yes 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 30.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff OlOyr 24hr Hydrology Sim: huff OlOyr 24hr Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_24hr.I32 Restart: No Patch: No Max Delta Z (ft) : Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 60.000 15.000 Group Run BASE Yes 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 60.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff OlOyr 30m Hydrology Sim: huff OlOyr 30m Filename: S:\Projects\04l5l\icpr\proposed\huff_OlOyr_30rn.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Page 15 of18 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. y y y JLM 10-10-05 Proposed Input Time (hrs) Print Inc(min) 1. 000 5.000 5.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Execute: Yes Alternative: No Name: huff 100yr Olhr Hydrology Sim: huff 100yr Olhr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_Olhr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 5.000 10.000 Group Run BASE Yes ------~--------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 5.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 02hr Hydrology Sim: huff 100yr 02hr Filename: S:\Projects\04l5l\icpr\proposed\huff_lOOyr_02hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 1.000 5.000 6.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 6.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 03hr Hydrology Sim: huff 100yr 03hr Filename: S:\Projects\04151\icpr\proposed\huff_lOOyr_03hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 10.000 10.000 Group Run BASE Yes 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) 10.00 Max Calc Time (sec) 60.0000 Boundary Flows Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streanrline Technologies, Inc. Page 16 of 18 v y y JLM 10-10-05 Proposed Input ---------------------------------------------------------------------------------------------------- Execute: Yes Alternative: No Name: huff 100yr 06hr Hydrology Sim: huff 100yr 06hr Filename: S:\Projects\04151\icpr\proposed\huff_100yr_06hr.I32 Restart: No Patch: No Max Delta Z (ft) : Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc (min) 15.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 15.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 12hr Hydrology Sim: huff 100yr 12hr Filename: S:\Projects\04151\icpr\proposed\huff_100yr_12hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 30.000 10.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 30.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 24hr Hydrology Sim: huff 100yr 24hr Filename: s:\Projects\04151\icpr\proposed\huff_100yr_24hr.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time (sec) : Boundary Stages: Time (hrs) Print Inc(min) 60.000 15.000 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 60.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Execute: Yes Alternative: No Name: huff 100yr 30m Hydrology Sim: huff 100yr 30m Filename: S:\Projects\04151\icpr\proposed\huff_100yr_30m.I32 Restart: No Patch: No Delta Z Factor: 0.00500 Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 End Time (hrs) : 5.00 Interconnected Channel and Pond Routing Model (ICPR) <<:;)2002 Streamline Technologies, Inc. Page 17 of 18 u u ~u " JLM 10-10-05 Proposed Input Min Calc Time (sec) : 0.5000 Boundary Stages: Max Calc Time (sec) : 60.0000 Boundary Flows: Time (hrs) Print Inc(min) 1.000 5.000 5.000 10.000 Group Run BASE Yes ========================================================================================== ==== Boundary Conditions =====~~~====~=======~================~======~~=====~======~====== ========================~================================================================= Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 18 of 18 - ;~~ i.V -'U '- 50,5" 'v'N'v'laNI 'AlNnOO NOl.lIV\1'v'H UJo::>"8ua-Bu!uuuq@8U!UUl1q 7/VW-07 lL/'6-E/E"E/ U/.E") XV:J '/.E/SG-6E"E/ (.L/.E") "SnB E/9/.9fr N/ '0707/:JN/V7c1 OO/.# u/ns 'avo~ ~07MO.L E/69 :01'10 NMOHS Sf :019'lS :JlOltOOIO nll' 3E>an:113l::1n'v'1 d'v'V\1 NIS'v'8 l'v'naJAlaNI -!)N1N~ 1ii - ~ '0 0 0 z - i z "$ cl5 :UM1!JO 9180 SUO!91~ 'W 61"0 ,,:,,-'r~::~0:~'~~~~~::~,:::\"~==~"':::::::n~~~;:~~~::~~::--,-:;~,~ ",-:r-> ..\ ~ :~\.\YL-t ,..- '-;"),! '. '::'i "',J/' '0'/ .~ "J' 'c "'---....'" '- "'^",_/" ., 0. " . ..;y \ ... C ^ Ij C l"v "f/ I"'~~>,.....; .......... " II! \ I ~_ j {\\~\t. ~Il,r\ ...:;. .t,"d '---... ~ /-----." )1;'\ . / I \ ' ,'<: I \11 i ii: r./J.J"-.........". -~i'--.k/ .......,..vi .~. '''\,....; / C; ) \" \ ''''VI/ " ./"", ' ) / .A' ,:~'-.......~. r,\ I Q "~i ......./... )...., ,~. /1 ;::\ f'./#' -.:c- ! //-':r(<."2'2":,, ".... ''''''" .'!Ji/\.''''dJ I L. ". I J ! I i / .oM _ . VoId 6S:S":vSOOZl~~JO~ u6p'lUI.l(n)UnS~to\Ols(:~SWP\'" ~- --~--- ~.' -- ~~---------~- - ---- " u ( y y '''-- ---..c ( , '--"c --c STORM SEWER DESIGN CALCULATIONS -RATIONAL METHOD- PROJECT: laurel Ridge STORM: 10 Year JOB#: 04151 COMPUTED BY: DEW DATE: 10/10/05 SHEET NO.: STRUCTURE BASINS COMPOSITE BASINS TRAVEL FROM TO BASIN c A c*A Tc I Q SUM Tc I Q TIME # (acres) (min) (in/hr) (cfs) (c*A) (min) (in/hr) (cfs) (min) 151 150 151 0.71 0.28 0.20 12 5.06 1.01 0.20 12 5.06 1.01 0.46 150 149 150 0.22 0.23 0.05 8 5.99 0.30 0.25 12 5.06 1.26 0.22 149 148 149 0.00 0.00 0.00 5 6.98 0.00 0.25 13 4.88 1.22 1.46 148 147 148 0.00 0.00 0.00 5 6.98 0.00 0.25 14 4.71 1.17 0.41 146 145 146 0.00 0.00 0.00 5 6.98 0.00 0.00 5 6.98 0.00 0.32 145 144 145 0.22 0.37 0.08 16 4.40 0.36 0.08 16 4.40 0.36 0.70 144 143 144 0.00 0.00 0.00 5 6.98 0.00 0.08 16 4.40 0.36 0.36 143 142 143 0.48 0.63 0.30 12 5.06 1.53 0.38 17 4.27 1.64 0.28 142 141 142 0.54 0.56 0.30 12 5.06 1.53 0.69 17 4.27 2.93 0.36 141 140 141 0.00 0.00 0.00 5 6.98 0.00 0.69 17 4.27 2.93 0.66 140 139 140 0.29 0.22 0.06 10 5.48 0.34 0.75 18 4.14 3.10 0.32 138 133 138 0.51 1.90 0.97 13 4.88 4.72 0.97 13 . 4.88 4.72 0.31 137 135 137 0.28 3.07 0.86 20 3.91 3.36 0.86 20 3.91 3.36 1.97 136 135 136 0.42 0.66 0.28 17 4.27 1.18 0.28 17 4.27 1.18 0.60 135 134 135 0.27 2.34 0.63 19 4.02 2.54 1.77 21 3.81 6.74 1.14 134 133 134 0.00 0.00 0.00 5 6.98 0.00 1.77 23 3.62 6.40 0.42 133 132 133 0.00 0.00 0.00 5 6.98 0.00 2.74 23 3.62 9.91 0.39 132 128 132 0.00 0.00 0.00 5 6.98 0.00 3.35 23 3.62 12.11 0.15 131 130 131 0.48 0.79 0.38 15 4.55 1.73 0.38 15 4.55 1.73 0.17 130 129 130 0.52 0.44 0.23 13 4.88 1.12 0.61 15 4.55 2.77 0.49 129 132 129 0.00 0.00 0.00 5 6.98 0.00 0.61 15 4.55 2.77 1.56 128 127 128 0.00 0.00 0.00 5 6.98 0.00 3.35 24 3.53 11.82 0.97 127 126 127 0.00 0.00 0.00 5 6.98 0.00 3.35 25 3.45 11.54 0.34 /-C '-C I ~c STORM SEWER DESIGN CALCULATIONS -RATIONAL METHOD- PROJECT: Laurel Ridge STORM: 10 Year JOB#: 04151 COMPUTED BY: DEW DATE: 10/10/05 SHEET NO.: STRUCTURE BASINS COMPOSITE BASINS TRAVEL FROM TO BASIN c A c*A Tc I Q SUM Tc I Q TIME # (acres) (min) (in/hr) (cfs) (c*A) (min) (in/hr) (cfs) (min) 125 120 125 0.56 1.17 0.66 12 5.06 3.32 0.66 12 5.06 3.32 0.14 124 123 124 0.27 2.48 0.67 28 3.22 2.16 0.67 28 3.22 2.16 1.13 123 122 123 0.30 3.06 0.92 27 3.30 3.03 1.59 29 3.16 5.01 1.73 122 121 122 0.52 0.79 0.41 14 4.71 1.93 2.00 31 3.03 6.06 0.22 121 120 121 0.54 0.74 0.40 14 4.71 1.88 2.40 31 3.03 7.27 1.06 120 119 120 0.00 0.00 0.00 5 6.98 0.00 3.05 32 2.97 9.07 0.32 118 117 118 0.58 0.43 0.25 12 5.06 1.26 0.25 12 5.06 1.26 0.17 117 116 117 0.52 0.73 0.38 13 4.88 1.85 0.63 13 4.88 3.07 0.65 116 115 116 0.00 0.00 0.00 5 6.98 0.00 0.63 14 4.71 2.96 1.51 115 114 115 0.00 0.00 0.00 5 6.98 0.00 0.63 16 4.40 2.77 0.30 113 112 113 0.00 0.00 0.00 5 6.98 0.00 0.00 5 6.98 0.00 0.33 113A 112A 113A 0.00 0.00 0.00 5 6.98 0.00 0.00 5 6.98 0.00 0.83 IU ! y ~ \, / -c (' /~c -'c .. STORM SEWER DESIGN CALCULATIONS -PIPE DESIGN- PROJECT: Laurel Ridge STORM: 10 Year JOB#: 04151 COMPUTED BY: DEW DATE: 10/11/05 SHEET NO.: 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) 151 150 1.01 83 15 0.41 4.16 3.39 846.20 847.00 842.07 841.73 2.71 150 149 1.26 40 15 0.41 4.16 3.39 847.00 848.50 841.73 841.57 3.85 149 148 1.22 262 15 0.41 4.16 3.39 848.50 844.30 841.57 840.50 5.51 148 147 1.17 73 15 0.41 4.16 3.39 844.30 840.20 840.50 840.20 2.38 146 145 ICPR 58 12 6.50 9.14 11.64 840.20 839.50 840.20 836.43 145 144 0.36 126 15 2.67 10.63 8.66 839.50 839.30 835.50 832.13 2.58 144 143 0.36 65 15 1.89 8.94 7.28 839.30 836.00 832.13 830.90 5.75 143 142 1.64 50 15 2.40 10.07 8.20 836.00 836.00 830.90 829.70 3.68 142 141 2.93 64 18 2.25 15.85 8.97 836.00 840.00 829.45 828.01 4.86 141 140 2.93 118 18 2.25 15.85 8.97 840.00 829.50 827.93 825.28 10.38 140 139 3.10 57 18 2.25 15.85 8.97 829.50 824.00 825.28 824.00 2.53 138 133 4.72 56 15 1.20 7.12 5.80 837.00 838.80 833.60 832.93 1.98 137 135 3.36 355 12 2.49 5.65 7.19 841.50 832.50 837.50 828.68 2.83 136 135 1.18 108 12 0.30 1.96 2.50 831.50 832.50 829.00 828.68 1.33 135 134 6.74 206 18 0.45 7.09 4.01 832.50 838.30 828.68 827.75 2.13 134 133 6.40 76 18 0.45 7.09 4.01 838.30 838.80 827.75 827.41 8.86 133 132 9.91 70 18 1.00 10.57 5.98 838.80 838.30 827.41 826.71 9.70 132 128 12.11 27 18 1.40 12.51 7.08 838.30 838.50 826.71 826.33 9.90 131 130 1.73 30 12 0.35 2.12 2.70 849.00 849.00 845.60 845.50 2.23 130 129 2.77 88 12 2.52 5.69 7.24 849.00 846.60 845.50 843.28 2.33 129 132 2.77 280 12 3.00 6.21 7.90 846.60 838.30 843.28 834.88 2.15 128 127 11.82 175 18 1.40 12.51 7.08 838.50 836.10 826.25 823.80 10.56 /~ STORM SEWER DESIGN CALCULATIONS -PIPE DESIGN- PROJECT: Laurel Ridge STORM: 10 Year JOB#: 04151 COMPUTED BY: DEW DATE: 10/11/05 SHEET NO.: 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) 127 126 11.54 61 18 1.45 12.73 7.20 836.10 820.00 820.88 820.00 13.53 125 120 3.32 26 15 0.56 4.86 3.96 845.00 845.30 841.60 841.45 1.98 124 123 2.16 203 15 0.23 3.12 2.54 845.20 845.00 842.62 842.15 1.16 123 122 5.01 311 18 0.25 5.28 2.99 845.00 848.00 842.10 841.32 1.21 122 121 6.06 40 18 0.40 6.68 3.78 848.00 848.00 841.32 841.16 4.99 121 120 7.27 191 21 0.36 9.57 3.98 848.00 845.30 841.16 840.47 4.88 120 119 9.07 57 21 0.47 10.93 4.54 845.30 840.20 840.47 840.20 2.87 118 117 1.26 30 12 0.35 2.12 2.70 849.62 849.62 846.22 846.12 2.23 117 116 3.07 117 12 0.80 3.21 4.08 849.62 853.50 846.12 845.18 2.33 116 115 2.96 271 12 1.53 4.43 5.65 853.50 847.20 845.18 841.03 7.15 115 114 2.77 54 12 1.53 4.43 5.65 847.20 840.20 841.03 840.20 5.00 113 112 ICPR 52 24 0.57 X 17.19 5.47 819.00 818.70 819.00 818.70 113A 112A ICPR 150 15 0.00 X 0.00 0.00 812.25 812.25 812.25 812.25 /~ ~c y y V \. / Time of Concentration Worksheet PROJECT: Laurel Ridge I Based on TR-55 JOB #: 04151 Typical values for Manning's n Overland Flow Channel Flow 2 year, 24 hour rainfall = 2.66 inches short grass 0.15 grass 0.03 minimum T_c = 5 minutes dense grass 0.24 concrete 0.015 pavement 0.011 rip-rap 0.035 Overland flow seg. 1 Overland flow seg.2 Shallow Concentrated Flow Channel Flow T_c Basin Length S n T_t Length S n T_t Length S Paved/Un Vel. T_t Length a Pw r S n Vel. T_t name (ft) % (min) (ft) % (min) (ft) % (P or U) (ftls) (min (ft) (s.f. ) (ft) (ft) % (ftls) (min) (min) 0 0 0 0 0 0 0 0 151 50 1 0.24 12 0 0 0 12 150 '30 1 0.24 8 0 0 0 8 149 0 0 0 0 5 148 0 0 0 0 5 0 0 0 0 146 0 0 0 0 5 145 100 2 0.24 16 0 0 0 16 144 0 0 0 0 5 143 65 2 0.24 11 0 300 5.7 P 4.9 1 0 12 142 65 2 0.24 11 0 300 5.7 P 4.9 1 0 12 141 0 0 0 0 5 140 100 6 0.24 10 0 0 0 10 0 0 0 0 138 65 2 0.24 11 0 450 2.7 P 3.3 2 0 13 0 0 0 0 137 100 2 0.24 16 0 530 2 U 2.3 4 0 20 0 0 0 0 136 100 2 0.24 16 0 144 3 U 2.8 1 0 17 135 100 2 0.24 16 0 520 3 U 2.8 3 0 19 134 0 0 0 0 5 133 0 0 0 0 5 132 0 0 0 0 5 0 0 0 0 131 65 2 0.24 11 0 450 1 P 2 4 0 15 130 65 2 0.24 11 0 225 1 P 2 2 0 13 129 0 0 0 0 5 0 0 0 0 128 0 0 0 0 5 127 0 0 0 0 5 i~\ ('C -c Time of Concentration Worksheet PROJECT: Laurel Ridge Based on TR-55 JOB #: 04151 Typical values for Manning's n Overland Flow Channel Flow 2 year, 24 hour rainfall = 2.66 inches short grass 0.15 grass 0.03 minimum T_c = 5 minutes dense grass 0.24 concrete 0.015 pavement 0.011 rip-rap 0.035 Overland flow seg. 1 Overland flow seQ.2 Shallow Concentrated Flow Channel Flow T_c Basin Length S n T_t Length S n T_t Length S Paved/Un Vel. T_t Length a Pw r S n Vel. T_t name (ft) % (min) (ft) % (min) (ft) % (P or U) (ftls) (min (ft) (s.f. ) (ft) (ft) % (ftls) (min) (min) 0 0 0 0 125 65 2 0.24 11 0 260 3 P 3.5 1 0 12 0 0 0 0 124 100 2 0.24 16 50 2 0.24 9 350 1 U 1.6 4 O. 28 123 100 2 0.24 16 50 2 0.24 9 325 2 U 2.3 2 0 27 122 65 2 0.24 11 0 450 1.3 P 2.3 3 0 14 121 65 2 0.24 11 0 450 1.3 P 2.3 3 0 14 120 0 0 0 0 5 0 0 0 0 118 65 2 0.24 11 0 130 3 P 3.5 1 0 12 117 65 2 0.24 11 0 315 1.3 P 2.3 2 0 13 116 0 0 0 0 5 115 0 0 0 0 5 0 0 0 0 113 0 0 0 0 5 0 0 0 0 113A 0 0 0 0 5 /C .C c w U'. . , u STORM SEWER DESIGN CALCULATIONS -GUTTER SPREAD & PONDING L1MITS- PROJECT: Laurel Ridge STORM: 10 Year JOB#: 04151 'COMPUTED BY: DEW DATE: 10/19/05 SHEET NO.: *Takes Into account Inlet depression. Depth from curb flowline. SAG Only SAG Only Maximum Inlet Basin Bypass Total Type of Cross Longttudlnal Type of #of Muttiple Inlet Inlet Allowable Actual Depth (ft) Inlet Inlet Inlet Bypass Bypass # CFS CFS to Inlet CFS Inlet Slope(flIft) Slope (flIft) CastIng Castings Seperatlon Cft) Depression (ft) Spread (ft) Spread (ft) "At Gutter Width (In) Length (In) Perimeter (ft) Inlet CFS 143 1.53 0.00 1.53 SAG 0.0208 0.0550 R-3501-TRlTL 2 10 7.52 0.16 23.5 26 8.25 142 1.53 0.00 1.53 SAG 0.0208 0.0550 R-3501-TRlTL 2 10 7.52 0.16 23.5 26 8.25 138 4.72 0.20 4.92 SAG 0.023 0.0200 R-3501- TRlTL 2 15 14.81 0.34 23.5 26 8.25 131 1.73 0.00 1.73 Continuous 0.0208 0.0130 R-3501- TRlTL 1 10 7.15 0.15 23.5 26 138 0.20 130 1.12 0.00 1.12 Continuous 0.0208 0.0130 R-3501-TRlTL 1 10 6.08 0.13 23.5 26 138 0.00 125 3.32 0.56 3.88 SAG 0.023 0.0200 R-3501- TRlTL 2 15 12.64 0.29 23.5 26 8.25 122 1.93 0.00 1.93 Continuous 0.0208 0.0116 R-3501-TRITL 1 10 7.61 0.16 23.5 26 125 0.29 121 1.88 0.00 1.88 Continuous 0.0208 0.0116 R-3501-TRITL 1 10 7.54 0.16 23.5 26 125 0.27 118 1.26 0.00 1.26 SAG 0.0208 0.0172 R-3501-TRlTL 1 10 8.09 0.17 23.5 26 6.08 117 1.85 0.00 1.85 SAG 0.0208 0.0172 R-3501-TRlTL 1 10 10.45 0.22 23.5 26 6.08 'c c c v v v ,,~ -------- Rinker Y ---MATERIAlS"'"""'"" '-..-/ Hydro Conduit Division 6662 West 350 North Greenfield, IN 46140 317.891.7500 Fax 317.891.7502 February 23,2005 Dear Engineer, . . .THE STORMCEPTOR@ SYSTEM:. FIRST APPROVED STORMWATER QUAPTY TREATMENT SYSTEM IN THE CITY OF INDIANAPOLlS* v C! I am pleas~d to announce th.at the Stormceptor@ System, North America's leading storm water oil and sediment separator, has been'approved for use in the City of Indianapolis. Stormceptor@ is the first storm water quality treatment product to be'.approved under the City of Indianapolis' newly established criteria for Storm 'Water Ouality Treatment Systems (SWOTS). The 'Stormceptor@ system's approval was based on different criteria than previously accepted for SWOTS. The new criterion no longer recognizes annual TSS removal performance. The flow. rates are now based on where the removal efficiency of the unit drops below 80%. removal of an ok-11 0 particle size distribution. Per the new requirements, a 0.3 inch rainfall, instead of the 1 inch, Will be utilized to size the SWOTS's approved under the criteria. Both the old and the new criteria will be accepted for a period of time, until more systems are approved under the new guidelines. Treatment flow rates for units approved under this new system will be . lower than units approved under the old criteria. This is due 'to the single event removal efficiency and smaller rainfall event. The actual size of the structures on specific sites should remain about the same. The foilowing table below shows the design capacities, by Stormceptor@ model and flow rate, approved by the City of Indianapolis. STC 450i STC 900 STC 2400 STC 4800 STC 7200 STC 11000 STC 16000 0.00 - 0.37 0.38 - 0.78 0.79 -1.48 1.49 -.2.09 2.10 - 2.93 2.94' - 4.23 4.24 - 5.92 ~nR \41 ~ Slf\ 12.8 ..v ), The enclosed brochure provides general information on the Stormceptor@ product line. I would also invite you to go to o.ur website, (C l-C -c JLM 10-7-05 Proposed Stormceptor Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Point C BASE stormcep 0.00 819.000 822.000 0.0000 2 0.39 0.304 0.00 0.000 Pond 1 BASE stormcep 0.00 840.200 844.000 0.0000 63163 0.00 0.000 0.00 0.000 Str 128 BASE stormcep 0.00 828.000 829.000 0.0000 0 0.30 e 0.00 0.000 Str 140 BASE stormcep 0.39 825.556 829.500 0.0044 199 0.35 0.318 0.39 0.304 Str 141 BASE stormcep 0.35 828.253 840.000 0.0047 207 0.32 W 0.35 0.318 Str 142 BASE stormcep 0.32 829.721 836.000 -0.0050 167 0.29 0.350 0.32 0.337 Str 143 BASE stormcep 0.31 831.105 836.000 0.0050 158 0.28 0.193 0.31 0.179 Str 144 BASE stormcep 0.00 832.130 839.300 0.0000 119 0.00 0.000 0.00 0.000 Str 145 BASE stormcep 0.00 835.500 839.500 0.0000 118 0.00 0.000 0.00 0.000 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streanlline Technologies, Inc. Page 1 of 1 /C JLM 10-7-05 Proposed Stormceptor Node Schematic Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins o Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach A:Pond 1 U:Basin 1 A:Str 143 U:Basin 143 P U:Basin 143 P T:Str 128 P:143 f-e -)-- P:P1 ~ A:Str 145 U:Basin 145 P:145 ....m1" P:144 '~ ! ! A: Str ..... .......................................mm..................... y, P:142 ~~+1 A: Str 141 mmmm~ P:141 A: Str 140 U:Basin 140 144 'C .........................................j U:Basin 128 I U:Basin 128 P A: Str 142 U:Basin 142 P U:Basin 143 I T:Point C l~~~ Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. v y y JLM 10-7-05 Proposed Stormceptor Input ========================================================================================== ==== Basins =============~=====~~~================================~==============~======== ========================================================================================== Name: Basin 1 Group: BASE Node: Pond 1 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 20.600 Curve Number: 73.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 26.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Basin 128 I Group: BASE Node: Str 128 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.000 Curve Number: 98.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 8.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Basin 128 P Group: BASE Node: Str 128 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 7.700 Curve Number: 68.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 26.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Basin 140 Group: BASE Node: Str 14 0 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.220 Curve Number: 68.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Basin 142 I Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.340 Curve Number: 98.00 DCIA(%): 0.00 Node: Str 142 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 6.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Name: Basin 142 P Group: BASE Node: Str 142 Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.340 Curve Number: 68.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 12.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ---------------------------------------------------------------------------------------------------- Interconnected Channel and Pond Routing Model (ICPR) <<::>2002 Streamline Technologies, Inc. Page 1 of6 ~ y y JLM 10-7-05 Proposed Stormceptor Input Name: Basin 143 I Group: BASE Status: Onsite Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.370 Curve Number: 98.00 DCIA(%): 0.00 Name: Basin 143 P Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.370 Curve Number: 68.00 DCIA(%): 0.00 Name: Basin 145 Group: BASE Unit Hydrograph: Uh484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.370 Curve Number: 68.00 DCIA(%): 0.00 Node: Str 143 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 6.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: Str 143 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 12.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: Str 145 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 16.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 ==== Nodes ==============~~~=~~~~~~==================================================~==== Name: Point C Group: BASE Type: Time/Stage Time (hrs) Stage(ft) 0.00 819.000 48.00 819.000 Name: Pond 1 Group: BASE Type: Stage/Area Stage(ft) Area(ac) 840.200 841.000 842.000 1. 4500 1.5380 1. 7100 Name: Str 128 Group: BASE Type: Time/Stage Time (hrs) Stage (ft) 0.00 828.000 40.00 828.000 Name: Str 140 Group: BASE Type: Stage/Area Base Flow(cfs): 0.000 Init Stage(ft): 819.000 Warn Stage(ft): 822.000 Base Flow(cfs): 0.000 Init Stage(ft): 840.200 Warn Stage(ft): 844.000 Base Flow(cfs): 0.000 Init Stage(ft): 828.000 Warn Stage{ft): 829.000 Base Flow(cfs): 0.000 Init Stage(ft): 825.300 Warn Stage(ft)~ 829.500 Interconnected Channel and Pond Routing Model (lCPR) @2002 Streamline Technologies, Inc. Page 2 of6 v v v JLM 10-7-05 Proposed Stormceptor Input Stage(ft) 825.300 829.500 830.000 Name: Str 141 Group: BASE Type: Stage/Area Stage(ft) 827.990 840.000 840.500 Name: Str 142 Group: BASE Type: Stage/Area Stage(ft) 829.700 836.000 836.500 Area (ac) 0.0003 0.0003 0.3000 Area(ac) 0.0003 0.0003 0.3000 Area (ac) 0.0003 0.0003 0.3000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Init Stage (ft) : 827.990 Warn Stage (ft) : 840.000 Init Stage (ft) : 829.700 Warn Stage (ft) : 836.000 ------------------------------------------------------------------------------------------ Name: Str 143 Group: BASE Type: Stage/Area Stage (ft) Area(ac) 830.900 836.000 836.500 0.0003 0.0003 0.3000 Base Flow(cfs): 0.000 Init Stage (ft) : 830.900 Warn Stage (ft) : 836.000 ------------------------------------------------------------------------------------------ Name: Str 144 Group: BASE Type: Stage/Area Stage (ft) 832.130 839.300 839.800 Name: Str 145 Group: BASE Type: Stage/Area Stage(ft) 835.500 839.500 840.000 Area (ac) 0.0003 0.0003 0.3000 Area (ac) 0.0003 0.0003 0.3000 Base F1ow(cfs): 0.000 Base Flow(cfs): 0.000 Init Stage (ft) : 832.130 Warn Stage (ft) : 839.300 Init Stage (ft) : 835.500 Warn Stage (ft) : 839.500 ========================================================================================== ==== Pipes =============================================================================== ========================================================================================== Name: 140 Group: BASE UPSTREAM Geometry: Circular Span (in) : 18.00 From Node: Str 140 To Node: Point C DOWNSTREAM Circular 18.00 Length (ft) : 57.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Page 3 of6 Interconnected Channel and Pond Routing Model (ICPR) <<;>2002 Streamline Technologies, Inc. u y --", u '- JLM 10-7-05 Proposed Stormceptor Input Rise(in): 18.00 Invert (ft) : 825.300 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 18.00 824.000 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 141 Group: BASE UPSTREAM Geometry: Circular Span (in) : 18.00 Rise (in): 18.00 Invert (ft) : 827.990 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Str 141 To Node: Str 140 DOWNSTREAM Circular 18.00 18.00 825.300 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 142 Group: BASE UPSTREAM Geometry: Circular Span (in): 18.00 Rise (in): 18.00 Invert (ft) : 829.450 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Str 142 To Node: Str 141 DOWNSTREAM Circular 18.00 18.00 827.990 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 143 Group: BASE UPSTREAM Geometry: Circular Span (in) : 15.00 Rise (in): 15.00 Invert (ft) : 830.900 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Str 143 To Node: Str 142 DOWNSTREAM Circular 15.00 15.00 829.700 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Exit Loss Coef 1.00 Bend Loss Coef 0.00 Outlet Ctrl Spec Use dc or tw Inlet Ctrl Spec Use dn Stabilizer Option None Length (ft) : 118.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 64.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 50.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Page 4 of6 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. v y ~) JLM 10-7-05 Proposed Stormceptor Input Name: 144 Group: BASE From Node: Str 144 To Node: Str 143 UPSTREAM Geometry: Circular Span (in) : 15.00 Rise(in): 15.00 Invert (ft) : 832.130 Manning's N: 0.013000 Top C1ip(in): 0.000 Bot Clip(in): 0.000 DOWNSTREAM Circular 15.00 15.00 830.900 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 145 From Node: Str 145 Group: BASE To Node: Str 144 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in) : 15.00 15.00 Rise(in) : 15.00 15.00 Invert (ft) : 835.500 832.130 Manning's N: 0.013000 0.013000 Top Clip (in) : 0.000 0.000 Bot Clip (in) : 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: PI Group: BASE From Node: Pond 1 To Node: Str 145 UPSTREAM Geometry: Circular Span (in) : 12.00 Rise(in): 12.00 Invert (ft) : 840.200 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 DOWNSTREAM Circular 12.00 12.00 836.430 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 65.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 126.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 58.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Most Restrictive Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 1.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec:" Use dn Stabilizer Option: None ==== Hydrology Simulations =============================================================== Name: stormcep Filename: S:\Projects\04151\icpr\stormceptor\stormcep.R32 Override Defaults: Yes Storm Duration (hrs) : 0.50 Rainfall File: Huff-indy2-50 Rainfall Amount (in) : 0.30 Interconnected Channel and Pond Routing Model (ICPR) <&:>2002 Streamline Technologies, Inc. Page 5 of6 ~ y y JLM 10-7-05 Proposed Stormceptor Input Time (hrs) Print Inc(min) 1.000 0.10 ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ ==== Routing Simulations ====~~~~~~===============~=~~~~=============~~==========~~~~~~~~~ ------------------------------------------------------------------------------------------" ------------------------------------------------------------------------------------------ Name: stormcep Hydrology Sim: stormcep Filename: S:\Projects\04151\icpr\stormceptor\stormcep.I32 Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time(hrs): Min Calc Time (sec) : Boundary Stages: 1.00 10.000 0.000 0.5000 Delta Z Factor: 0.00500 End Time (hrs) : 1.50 Max Calc Time (sec) : 60.0000 Boundary Flows: Time (hrs) Print Inc(min) 1.500 0.100 Group Run BASE Yes ========================================================================================== ==== Boundary Conditions ==~==============~~==============~==========~==================== ========================================================================================== Interconnected Channel and Pond Routing Model (ICPR) <<::>2002 Streamline Technologies, Inc. Page 6 of6 u JLM Sub-Area Identifier/ 04151 Laurel Ridge ProposedStormCeptor Hamilton County, Indiana Sub-Area Time of Concentration Details Flow Length (ft) Mannings's Slope n (ft/ft) End Area (sq ft) Wetted Perimeter (ft) Travel Velocity Time (ft/sec) (hr) -------------------------------------------------------------------------------- Basin 1 I SHEET SHALLOW CHANNEL Basin 1 P SHEET SHALLOW SHALLOW CHANNEL Bas128 P SHEET SHALLOW CHANNEL v Bas140 SHEET Bas 142 P SHEET SHALLOW Bas128 I SHEET SHALLOW CHANNEL Bas143 I SHEET SHALLOW y 100 530 1078 100 200 100 300 280 0.0130 0.0130 100 70 400 280 0.0100 0.0100 0.0130 0.0200 0.0200 100 0.0600 65 300 0.0200 0.0570 100 350 425 0.0053 0.0100 0.0570 0.0570 WinTR-55, Version 1.00.00 0.011 0.025 0.240 0.050 0.025 0.240 0.050 0.240 0.240 0.025 0.011 0.025 0.011 0.025 Page Time of Concentration 3.000 Time of Concentration 3.000 3.000 0.026 0.036 0.026 0.100 0.344 0.012 0.048 0.026 0.430 0.261 0.065 0.100 Time of Concentration 0.426 Time of Concentration Time of Concentration Time of Concentration 3.000 Time of Concentration 1 10/10/2005 0.168 0.168 0.185 0.017 0.202 0.038 0.048 0.039 0.125 0.015 0.011 0.100 11 : 14 : 58 AM y JLM Sub-Area Identifier/ Bas 142 I SHEET SHALLOW Bas 143 P SHEET SHALLOW Bas 145 SHEET y y ',- 04151 Laurel Ridge ProposedStormCeptor Hamilton County, Indiana Sub-Area Time of Concentration Details (continued) Flow Length (ft) Mannings's Slope n (ft/ft) 100 200 0.0570 0.0570 0.011 0.025 65 300 0.240 0.025 0.0200 0.0570 100 0.0200 0.240 WinTR-55, Version 1.00.00 Page End Area (sq ft) Wetted Perimeter (ft) Velocity (ft/sec) Time of Concentration Time of Concentration Time of Concentration 2 10/10/2005 Travel Time (hr) 0.015 0.011 0.100 0.185 0.017 0.202 0.261 0.261 11:14:58 AM V JLM 04151 Laurel Ridge ProposedStormCeptor Hamilton County, Indiana Sub-Area Land Use and Curve Number Details Sub-Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- Basin 1 I Paved parking lots, roofs, driveways B 1. 75 98 Paved parking lots, roofs, driveways C 1. 75 98 Total Area / Weighted Curve Number 3.5 98 Basin 1 P Open space; grass cover > 75% (good) B 8.55 61 Open space; grass cover > 75% (good) C 8.55 74 Total Area / Weighted Curve Number 17 .1 68 Bas128 P Open space; grass cover > 75% (good) B 3.85 61 Open space; grass cover > 75% (good) C 3.85 74 Total Area / Weighted Curve Number 7.7 68 Bas140 Open space; grass cover > 75% (good) B .11 61 Open space; grass cover > 75% (good) C .11 74 Total Area / Weighted Curve Number .22 68 Y Bas 142 P Open space; grass cover > 75% (good) B .17 61 Open space; grass cover > 75% (good) C .17 74 Total Area / Weighted Curve Number .34 68 Bas128 I Paved parking lots, roofs, driveways B 1.5 98 Paved parking lots, roofs, driveways C 1.5 98 Total Area / Weighted Curve Number 3 98 Bas143 I Paved parking lots, roofs, driveways B .185 98 Paved parking lots, roofs, driveways C .185 98 Total Area / Weighted Curve Number .37 98 Bas 142 I Paved parking lots, roofs, driveways B .17 98 Paved parking lots, roofs, driveways C .17 98 Total Area / Weighted Curve Number .34 98 Bas 143 P Open space; grass cover > 75% (good) B .185 61 Open space; grass cover > 75% (good) C .185 74 Total Area / Weighted Curve Number .37 68 ~. WinTR-55, Version 1.00.00 Page 1 10/10/2005 11:14:58 AM v JLM 04151 Laurel Ridge ProposedStormCeptor Hamilton County, Indiana Sub-Area Land Use and Curve Number Details (continued) Sub-Area Identifier Land Use Bas 145 Open space; grass cover > 75% Open space; grass cover> 75% (good) (good) Total Area / Weighted Curve Number y v WinTR-55, Version 1.00.00 Page 2 Hydrologic Soil Group B C Sub-Area Area (ac) .185 .185 .37 10/10/2005 Curve Number 61 74 68 11:14:58 AM