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HomeMy WebLinkAboutO & M Manual 10-29-18 Operations and Maintenance Manual Freddy’s Frozen Custard & Steakburgers 9701/9703 N. Michigan Road (US 421) Carmel, Indiana 46032 Job #: WAX.001 Date: 10-29-18 Prepared by: Kyle Blanck Reviewed by: Eric A. Gleissner, P.E. 160 WestCarmel Drive Suite 240 Carmel, IN 46032 Phone: 317-810-1677Fax: 317-810-1679 TABLE OF CONTENTS Section I: Manual Section II: Appendix SECTION I: MANUAL I.Spills, Reporting, Containment & Response Per 327 IAC 2-6.1-1 SECTION II: APPENDIX A.BMP Owner Acknowledgment Agreement B.Right-of-Entry Statement RIGHT-OF-ENTRY STATEMENT C.Site Drawings D.Stormwater Quality Data 96.2 = CNwq Water Quality Curve Number (CNwq) Exhibit 701-1: Curve Number Calculation for Water Quality Storm Event BMPDESIGNFLOW RATE Basin Name: BMP Group Name: POST Simulation: 24HR Node Name: BMP Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min): 2.27 Comp Time Inc (min): 2.27 Rainfall File: Scsii-24 Rainfall Amount (in): 1.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 17.00 Time Shift (hrs): 0.00 Area (ac): 1.380 Vol of Unit Hyd (in): 1.001 Curve Number: 96.200 DCIA (%): 0.000 Time Max (hrs): 12.09 Flow Max (cfs): 1.00 Runoff Volume (in): 0.644 Runoff Volume (ft3): 3224 BMP ICPR INPUT DATA ========================================================================================== ==== Basins ============================================================================== ========================================================================================== Name: BMP Node: BMP Status: Onsite Group: POST Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 17.00 Area(ac): 1.380 Time Shift(hrs): 0.00 Curve Number: 96.20 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 ========================================================================================== ==== Nodes =============================================================================== ========================================================================================== Name: BOUNDARY Base Flow(cfs): 0.000 Init Stage(ft): 100.000 Group: POST Warn Stage(ft): 100.000 Type: Time/Stage Time(hrs) Stage(ft) ------------------------------ 0.00 100.000 12.00 100.000 24.00 100.000 ========================================================================================== ==== Hydrology Simulations =============================================================== ========================================================================================== Name: 24HR Filename: P:\\WAX.001 -Freddys Custard -Winter Architects\\Drainage\\ICPR\\BMP\\24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Scsii-24 Rainfall Amount(in): 1.00 Time(hrs) Print Inc(min) ------------------------------ 30.000 5.00 ========================================================================================== ==== Routing Simulations ================================================================= ========================================================================================== Name: WAT-QUAL Hydrology Sim: 24HR Filename: P:\\WAX.001 -Freddys Custard -Winter Architects\\Drainage\\ICPR\\BMP\\WAT- QUAL.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 25.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ------------------------------ 999.000 15.000 Group Run -------------------- POST Yes E.Maintenance Guidelines Included Reference Documents Downstream Defender®-Operation & Maintenance Manual Downstream Defender®-Advanced Vortex Separator Downstream Defender®-Handling & Installation Instructions Downstream Defender®-Pipe Connections & Couplings StormTech® -Standard Documents ® Advanced Vortex Separator Proven to be more ef cient for removing pollutants and preventing washout APPLICATIONS ADVANTAGES HOW IT WORKS ® turning water around... www.hydro-international.biz Maintenance Sizing and Design Low Headloss Downstream Defender Design Chart ® D OWNSTREAM D EFENDER HANDLING AND INSTALLATION INSTRUCTIONS D OWNSTREAM D EFENDER® D OWNSTREAM D EFENDER® D OWNSTREAM D EFENDER® D OWNSTREAM D EFENDER® Downstream Defender Pipe Connections Defender Outlet Defender Inlet ® Downstream Defender Overflow Pipe Coupling Information F.Inspection Report INSPECTION & MAINTENANCE LOG Diversion Structure SITE NAME: JOB LOCATION: INSPECTION DATE: INSPECTED: Depth of Depth of Floatables/OilSedimentSite Activity & Date Initialsin Structure(in)in Structure(in)Comments