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HomeMy WebLinkAboutC505 SWPP NARRATIVEPROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: 146TH & HAZEL DELL, PARCEL 2 BUILDING 2, PHASE B STUDIO THREE DESIGN 8604 ALLISONVILLE ROAD, STE 330 INDIANAPOLIS, IN 46250 5/14/2021 2104003 14555B HAZEL DELL PKWY. CARMEL, INDIANA 46033 HAMILTON COUNTY NW 1 4, S22, T18N, R4E SHEET NAME SHEET NO.©2021 FRITZ ENGINEERING SERVICES, LLCC505 SWPP NARRATIVE 1.REV. PER CARMEL REVIEW 8/20/2021 AF AF AF KG "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG.PRINTED BY: Ashton FritzDATE: 10/8/2021 3:57 PMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2021\2104003 - HAZEL DELL BLDG EXPANSION\02 CIVIL\PLANS\C501.DWG, LAYOUT: C505SWPPP FOR CONSTRUCTION SITES: 1.HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090020 2.IDENTIFICATION OF ALL RECEIVING WATERS - WHITE RIVER-VESTAL DITCH/MICHENER DITCH 3.DISCHARGE POST CONSTRUCTION, 10 YEAR PROPOSED - 2.0 CFS 4.SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - THE MAJORITY OF THE DEVELOPED SITE WILL DISCHARGE TO THE EXISTING BEEHIVE INLET IN THE SOUTHWEST CORNER OF THE SITE. THIS INCLUDES THE ROOF DRAINS WHICH WILL HAVE AN UNDERGROUND COLLECTION HEADER PIPE THAT WILL CONNECT TO THE NOTED INLET. A SMALL PORTION ALONG THE FRONT OF THE BUILDING ADDITION WILL SHEET DRAIN TO THE NORTH INTO EXISTING PARKING LOT INLETS IN ACCORDANCE WITH THE PREVIOUSLY APPROVED STORMWATER DESIGNS. 5.SOILS MAP: SEE THIS SHEET FOR SOILS AND DESCRIPTIONS 6.DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING. 7.TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: 7.a.LOCATION. SEE SHEETS C501-C503 7.b.DIMENSIONS. SEE SHEETS C501-C503 7.c.DETAILED SPECIFICATIONS. SEE SHEETS C101 AND C501-C504 7.d.CONSTRUCTION DETAILS. SEE SHEETS C801-C805 AND CITY OF CARMEL GENERAL CONSTRUCTION DETAILS 7.e.MONITORING & MAINTENANCE GUIDELINES BMP OWNER MUST ROUTINELY INSPECT THE EXISTING AQUASWIRL AS-8 AND DOWNSTREAM STORMWATER DETENTION POND TO VERIFY ALL COMPONENTS ARE FUNCTIONING AS DESIGNED AND ARE NOT IN DANGER OF FAILING. ALL BMPS NEED MAINTENANCE TO FUNCTION AS WATER QUALITY AND QUANTITY ENHANCEMENTS. SEDIMENT THAT COLLECTS IN THE BMP SHALL BE REMOVED WHEN THE SEDIMENT ADVERSELY AFFECTS THE ABILITY OF THE BMP TO PERFORM AS A WATER QUALITY CONTROL DEVICE 1.DEBRIS CLEANOUT (INSPECT MONTHLY) 1.1.EXISTING AQUASWIRL - SEE BMP O&M MANUAL FOR DETAILED REQUIREMENTS. 2.VEGETATION (INSPECT MONTHLY) 2.1.PLANT HEIGHT SHALL BE MAINTAINED BETWEEN 3-6 INCHES IN HEIGHT,NO EVIDENCE OF EROSION 3.DRAINAGE FUNCTION (INSPECT MONTHLY OR AFTER RAINS IN EXCESS OF 0.5 INCHES) 3.1.INSPECT STORM SEWER INLETS FOR CLOGGED GRATES, REMOVE DEBRIS AS APPROPRIATE 3.2.INSPECT STORM SEWER PIPING TO VERIFY FREE FLOW, REMOVE DEBRIS AS APPORPRIATE 4.GENERAL CONSTRUCTION SEQUENCE: a.CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL STORMWATER MANAGEMENT DEPT. 317-571-2441 b.THE FOLLOWING EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITIES: b.a.CREATE A STABILIZED CONSTRUCTION ENTRANCE b.b.INSTALL TEMPORARY INLET PROTECTION MEASURES ON EXISTING STORM INLETS. b.c.INSTALL TEMPORARY SILT FENCE AND/OR SILT SOCK PROTECTION AS SHOWN ON APPROVED PLANS b.d.INSTALL TEMPORARY CONCRETE WASHOUT c.CONTRACTOR SHALL CONTACT THE CITY OF CARMEL FOR AN INITIAL EROSION CONTROL INSPECTION TO OBTAIN FULL SIGN OFF ON THE IMPROVEMENT LOCATION PERMIT PRIOR TO EARTHWORK ACTIVITIES. d.ONCE LAND DISTURBING ACTIVITIES BEGIN, THE FOLLOWING PRACTICES SHALL BE PROVIDED: d.a.THE TRAINED INDIVIDUAL SHALL MAKE WEEKLY SITE INSPECTIONS AND AFTER EVERY RAINFALL EVENT OF 0.5 INCHES AND GREATER. d.b.POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL ENSURE THE DOWNSTREAM DRAINAGE SYSTEM AND ADJACENT PROPERTIES ARE NOT RECEIVING SEDIMENT/DEBRIS LADEN RUNOFF. IF ADDITIONAL MEASURES ARE NECESSARY TO PROTECT ADJACENT PROPERTIES OR THE DOWNSTREAM DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND IMPLEMENT THE NECESSARY MEASURES IMMEDIATELY. d.c.ONCE EARTH DISTURBING ACTIVITIES BEGIN, THE ADJACENT ROADWAYS, ADJACENT DRIVES AND PARKING LOTS SHALL BE CONTINUOUSLY MONITORED FOR SEDIMENT TRACKING. IF SEDIMENT IS FOUND, IMMEDIATE ACTION IS REQUIRED TO CLEAN THE OFFSITE AREAS AND THE CURRENT EROSION CONTROL PRACTICES WILL NEED TO BE INSPECTED AND MODIFIED ACCORDINGLY TO PREVENT ANY FURTHER SEDIMENT FROM LEAVING THE PROJECT SITE. e.ONCE THE NEW STORM STRUCTURES/PIPES ARE IS IN PLACE, THE APPROPRIATE TYPE OF INLET PROTECTION MEASURES SHALL BE PLACED. f.CONTINUED MONITORING OF ALL EXPOSED AREAS SHALL BE PERFORMED IN ORDER TO VERIFY THE SURROUNDING AREAS ARE NOT BECOMING SEDIMENT LADEN FROM CONSTRUCTION ACTIVITIES ONSITE. g.AS THE CONSTRUCTION OCCURS, DISTURBED AREAS SHALL BE STABILIZED AS SOON AS THEY ARE AT FINISHED GRADE OR WILL BE LEFT BARE FOR MORE THAN 15 DAYS. h.PROVIDE FINAL GRADE STABILIZATION UPON FINAL GRADING OF ALL AREAS INCLUDING EROSION CONTROL BLANKETING, SEEDING AND SODDING AS APPROPRIATE. i.STORM SEWERS THAT BECOME SILTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE CLEANED WITH A JET VACUUM AND THE MATERIAL PROPERLY DISPOSED OF. j.CONSTRUCTION PHASE BMP'S SHALL REMAIN IN PLACE AND CONTINUE TO BE INSPECTED UNTIL THE ENTIRE SITE HAS REACHED THE MINIMUM VEGETATIVE COVER, 70% ESTABLISHED. k.UPON THE SITE REACHING THE REQUIRED MINIMUM ESTABLISHED VEGETATIVE COVER, THE IDEM RULE 5 NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE MS4 DEPARTMENT FOR APPROVAL PRIOR TO SUBMITTING IT TO IDEM. 10.LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS : NO SOIL STOCKPILES ARE ANTICIPATED WITH THIS PROJECT. THERE ARE NO OFFSITE EARTHWORK ACTIVITIES ANTICIPATED WITH THIS PROJECT. 11.TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON TEMPORARY SEEDING WILL BE USED AS TEMPORARY SURFACE SABILIZATION MEASURES IF AREAS ARE TO BE LEFT IDLE FOR MORE THAN 15 DAYS. SEE SHEETS C501-C503. PERMANENT SEEDING, TREES, AND SHRUBS WILL BE USED AS PERMANENT SURFACE STABILIZATION MEASURES. THE DETAILS AND SPECIFICATIONS FOR EACH STATED MEASURE ARE ON SHEETS C503 AND L101. 12.EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS - NOT APPLICABLE TO THIS PROJECT. 13.MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN THE INTENTION OF THIS SPILL PREVENTION, CONTROL AND COUNTERMEASURES (SPCC) IS TO ESTABLISH THE PROCEDURES AND EQUIPMENT REQUIRED TO PREVENT THE DISCHARGE OF OIL AND HAZARDOUS SUBSTANCES IN QUANTITIES THAT VIOLATE APPLICABLE WATER QUALITY STANDARDS, CAUSE A SHEEN UPON OR DISCOLORATION OF THE SURFACE OF NAVIGABLE WATERS OR ADJOINING SHORELINES, OR CAUSE SLUDGE OR EMULSION TO BE DEPOSITED BENEATH THE SURFACE OF THE WATER OR ADJOINING SHORELINES. THE PLAN ALSO ESTABLISHES THE ACTIVITIES REQUIRED TO MITIGATE SUCH DISCHARGES (I.E., COUNTERMEASURES) SHOULD THEY OCCUR. DEFINITIONS: POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL REFUSE, AND OIL MIXED WITH WASTES OTHER THAN DREDGED SOIL. DISCHARGE: INCLUDES BUT IS NOT LIMITED TO, ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, OR DUMPING. NAVIGABLE WATERS: MEANS ALL WATERS OF THE UNITES STATES THAT ARE CONNECTED WITH A NAVIGABLE STREAM, LAKE, OR SEA. [NOTE: THIS DEFINITION IS USUALLY INTERPRETED TO MEAN ANY WASTEWATER(EVEN NORMALLY DRY WASH OR STORM SEWER) THAT EVENTUALLY DRAINS INTO A NAVIGABLE STREAM]. PLAN REVIEW AND AMENDMENTS: THIS PLAN SHALL BE REVIEWED AND/OR AMENDED, IF NECESSARY, WHENEVER THERE IS A CHANGE IN THE DESIGN OF THE SITE, CONSTRUCTION, OPERATION, OR MAINTENANCE WHICH MATERIALLY AFFECTS THE SITES' POTENTIAL FOR THE DISCHARGE OF REGULATED MATERIAL. PREDICTION OF POTENTIAL SPILLS: 1. NEAREST NAVIGABLE WATER: WHITE RIVER-VESTAL DITCH/MICHENER DITCH 2. POSSIBLE SPILL SOURCES (DURING AND POST CONSTRUCTION): VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE; CONSTRUCTION TRASH AND DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES AND PESTICIDES. 3. GROUNDWATER CONTAMINATION: THIS FACILITY MAINTAINS NO ABOVE GROUND OR UNDER GROUND STORAGE TANKS. THEREFORE, IT IS FELT THAT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION. ALERT PROCEDURES FOR SPILLS: 1. ANY PERSONNEL OBSERVING A SPILL WILL IMMEDIATELY INSTIGATE THE FOLLOWING PROCEDURE: a.) DIALING "0" FROM ANY TELEPHONE. b.) NOTIFY THE APPROPRIATE EMERGENCY PERSONNEL. 2. THE EMERGENCY COORDINATOR WILL THEN TAKE THE FOLLOWING ACTIONS: a.) BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER OR LEAVE THE SPILL ZONE. b.) NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE BY CALLING THE APPROPRIATE TELEPHONE NUMBER: OFFICE: 317-233-7745 TOLL FREE: 800-233-7745 ALSO THE NATIONAL RESPONSE CENTER AT 800-424-8802 AND PROVIDE THE FOLLOWING INSTRUCTIONS: -TIME OF OBSERVATION OF THE SPILL -LOCATION OF THE SPILL -IDENTITY OF MATERIAL SPILLED -PROBABLE SOURCE OF THE SPILL -PROBABLE TIME OF THE SPILL -VOLUME OF THE SPILL AND DURATION -PRESENT AND ANTICIPATED MOVEMENT OF THE SPILL -WEATHER CONDITIONS -PERSONNEL AT THE SCENE -ACTION INITIATED BY PERSONNEL c.) NOTIFY THE CARMEL FIRE DEPARTMENT PHONE: 9-1-1 d.) NOTIFY THE HAMILTON COUNTY SWCD OFFICE (317) 773-2181 e.) NOTIFY THE MS4 DEPARTMENT OF CARMEL STORMWATER DEPARTMENT (317) 571-2411 f.) NOTIFY THE CARMEL POLICE DEPARTMENT PHONE: 9-1-1 g.) NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER CONTRACTUAL PERSONNEL AS NECESSARY FOR CLEANUP. h.) COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE BEEN ELIMINATED. i.) COOPERATE WITH THE IDEM-OER OR PROCEDURES AND REPORTS INVOLVED WITH THE EVENT. CLEANUP PARAMETERS: 1. THE OWNER SHALL BE CONTINUALLY KEPT INFORMED, MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND AVAILABLE VAC-TRUCKS, TANK PUMPERS AND OTHER EQUIPMENT READILY ACCESSIBLE FOR CLEAN UP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS AND CLEAN-UP SUPPLIES SHOULD BE KEPT ON SITE. 2. ALL MAINTENANCE PERSONNEL WILL BE MADE AWARE OF TECHNIQUES FOR PREVENTION OF SPILLS. THEY WILL BE INFORMED OF THE REQUIREMENTS AND PROCEDURES OUTLINED IN THIS PLAN. THEY WILL BE KEPT ABREAST OF CURRENT DEVELOPMENTS OR NEW INFORMATION ON THE PREVENTION OF SPILLS AND / OR NECESSARY ALTERATIONS TO THIS PLAN. 3. WHEN SPILLS OCCUR WHICH COULD ENDANGER HUMAN LIFE AND THIS BECOMES PRIMARY CONCERN, THE DISCHARGE OF THE LIFE SAVING PROTECTION FUNCTION WILL BE CARRIED OUT BY THE LOCAL POLICE AND FIRE DEPARTMENTS. 4. ABSORBENT MATERIALS, WHICH ARE USED IN CLEANING UP SPILLED MATERIALS, WILL BE DISPOSED OF IN A MANNER SUBJECT TO THE APPROVAL OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 5. FLUSHING OF SPILLED MATERIAL WITH WATER WILL NOT BE PERMITTED UNLESS SO AUTHORIZED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE a.NAME TBD b.ADDRESS TBD c.TELEPHONE NUMBER RBD d.EMAIL TBD e.LIST OF QUALIFICATIONS DEVELOPER 15. REVISION RECORD REV. DATE DESCRIPTION DES. BY APP. BY SWPPP FOR POST-CONSTRUCTION 1. POTENTIAL LANDUSE POLLUTANTS POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL REFUSE, AND OIL MIXED WITH WASTES OTHER THAN DREDGED SOIL. VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE; CONSTRUCTION TRASH AND DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES, AND PESTICIDES. GROUNDWATER CONTAMINATION: THIS FACILITY MAINTAINS NO ABOVE GROUND OR UNDER GROUND STORAGE TANKS. THEREFORE, IT IS FELT THAT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION. 2. POST CONSTRUCTION STORMWATER QUALITY MEASURES: A. LOCATION. SEE SHEETS C301,C503 B. DIMENSIONS. SEE SHEETS C301AND C503 C. SIZING CALCULATIONS: SEE DRAINAGE CALCULATIONS D. DETAILED SPECIFICATIONS: SEE SHEETS C101 AND C504 E. CONSTRUCTION DETAILS: SEE SHEETS C801-C803 1.AQUASWIRL - MECHANICAL STORMWATER BMP, LOCATED ALONG THE EAST SIDE OF EXISTING BUILDINGS WITHIN THE PARCEL. 2.STORMWATER DETENTION BASIN - LOCATED EAST OFFSITE. MASTERPLANNED DETENTION FOR THE ENTIRE RIVERVIEW MEDICAL COMPLEX. . 3.TEMPORARY,PERMANENT SEEDING, TREES AND SHRUBS 4.ON GOING MAINTENANCE BY THE OWNER TO INSURE THAT SEDIMENT, TRASH AND POLLUTANTS DO NOT LEAVE THE SITE. 5.SEE PREVIOUS BMP OPERATIONS AND MAINTENANCE MANUAL (O&M MANUAL) FOR DETAILS RELATED TO POST CONSTRUCTION STORMWATER QUALITY MEASURES. 3. POST CONSTRUCTION STORMWATER QUALITY MEASURES: SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: 1. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER POLLUTION PREVENTION MEASURES MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER INSTALLATION AND CONTINUING UNTIL VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL CONSTRUCTION ACTIVITY IS COMPLETE. 2. REMOVE ALL SILT FENCES, ETC. ONLY AFTER SEEDING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE CREEK. 3. INSPECTION AND MAINTENANCE OF ALL AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTED BY THE GOVERNING MS4 OFFICE. INSPECTION AND MAINTENANCE OF BMP'S SHALL FOLLOW TIME TABLES SET FORTH IN THE MAINTENANCE AND OPERATIONS MANUAL. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM & RIPARIAN HABITATS. THE PROPOSED, TURF, AND LANDSCAPE PLANT MATERIAL WILL GENERATE VERY LITTLE IF ANY POLLUTANTS THAT COULD CAUSE HARM TO STREAM OR RIPARIAN 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: a. THE PROJECT INCLUDES THE CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE-STORY COMMERCIAL/RETIAL BUILDING AS WELL AS ASSOCIATED PARKING AND UTILITY SERVICE INFRASTRUCTURE. STORMWATER RUNOFF FROM THE DEVELOPED SITE WILL FOLLOW EXISTING DRAINAGE PATTERNS TO THE GREATEST EXTENT POSSIBLE AND IN ACCORDANCE WITH THE MASTERPLAN PARAMETERS AS PREVIOUSLY APPROVED BY THE CITY OF CARMEL. ALL PROPOSED ONSITE IMPERVIOUS SURFACES WILL DIRECT RUNOFF TO A DOWNSTREAM STORMWATER PIPE NETWORK AND ULTIMATELY THE EXISTING STORMWATER DETENTION POND TO THE EAST. THE PROPOSED DEVELOPMENT WILL LIMIT THE DISCHARGE TO THE EXISTING DOWNSTREAM PIPE NETWORK IN ACCORDANCE WITH THE APPROVED MASTER PLAN FOR THE SITE. AS REQUIRED BY SECTION 302.06(7) OF THE MANUAL, A SUMMARY OF PROPOSED RUNOFF/DISCHARGE IS PROVIDED HEREIN. b. OWNER OF BMP: N/A c. BMP OWNER ASSUMES ALL OPERATIONAL AND MAINTENANCE COSTS FOR BMP. d. BMP OWNER SHALL GRANT ACCESS TO THE CITY OF CARMEL TO MAINTAIN THE BMP AS NEEDED. 6. PLEASE SEE THE O&M MANUAL FOR SPECIFICATIONS , DETAILS, AND INSPECTION REPORT REQUIREMENTS RELATED TO THIS PROJECT. THE URBAN LAND SERIES CONSISTS OF URBAN SOILS INCLUDING PAVED OR GRAVELED ROADS, PARKING LOTS, WALKWAYS, AND BUILDINGS. SUBJECT SOIL DOES NOT PRESENT ANY FORSEEABLE LIMITATIONS TO THE PROPOSED DEVELOPMENT. THE BROOKSTON SERIES CONSISTS OF VERY DEEP, POORLY DRAINED SOILS FORMED IN AS MUCH AS 51 CM (20 INCHES) OF SILTY MATERIAL AND THE UNDERLYING LOAMY TILL IN DEPRESSIONS ON TILL PLAINS AND MORAINES. SLOPE RANGES FROM 0 TO 3 PERCENT.PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE UNDERLYING MATERIAL. SUBJECT SOIL DOES NOT PRESENT ANY FORSEEABLE LIMITATIONS TO THE PROPOSED DEVELOPMENT. DETAIL OF A DEWATERING BAG DANDY DEWATERING BAG SEWN IN SPOUT PUMP DISCHARGE HOSE TIE DOWN STRAP WATER PUMP FLOW DANDY DEWATERING BAG FILTERED WATER SIDE VIEWAGGREGATE OR STRAW UNDERLAY (FOR ADDED FLOW)