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HomeMy WebLinkAbout12090001.8SITE DATA SWPPP MAINTENANCE NOTES SWPPP NOTES TON /ACRE. THE SITE IS BOUND TO SOUTH BY WEST ROAD, FERTILIZER: APPLY FERTILIZER AT HALF THE RATE OF PERMANENT APPLICATION AND AS PER STATE DOT BOUND TO THE EAST BY EAGLECHASE WAY, AND 10. ALL CATCH BASIN GRATES ARE TO BE PROTECTED WITH INLET BAGS AFTER THEY ARE INSTALLED. THEY SPECIFICATIONS. IF PROJECT CONDITIONS PREVENT FERTILIZING THE SOIL, THEN THIS ITEM MAY BE WAIVED. WEST BY EAGLEVIEW DRIVE. ALL CONTROL MEASURES STATED IN THE SWPPP SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL 1. ALL EROSION AND SEDIMENTATION CONTROL SHALL BE PERFORMED ACCORDING TO: ACCORDING TO THE LATEST 8. PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. 11. SILT FENCE & INLET PROTECTION, SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. TEMPORARY OR PERMANENT STABILIZATION OF THE SITE IS ACHIEVED. ALL EROSION AND SEDIMENTATION INDIANA STORM WATER QUALITY MANUAL (IDEM); ANY AND ALL REQUIRED PERMITS, REPORTS, AND RELATED SEDIMENT ACCUMULATION MUST BE REMOVED WHEN IT REACHES ONE HALF THE HEIGHT OF THE SILT 9. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES FENCE. AND EROSION. ALL SLOPES 3:1 OR GREATER THAN 3:1 SHALL BE FERTILIZED, SEEDED, AND CURLEX BLANKETS BY THE EXISTING SITE IS TRIBUTARY TO LONG BRANCH _ = VELOPMENT NAME AND DESCRIPTION: CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIED PERSON IN ACCORDANCE TO THE CONTRACT DOCUMENTS. ALL CONTRACTORS AND SUBCONTRACTORS MUST BECOME FAMILIAR WITH ALL OF THE ABOVE. 12. z SHALL BE INSTALLED ON THE SLOPES. UPSTREAM SIDE OF THE ROCK. SANCTUARY AMENITY AREA, LOCATED WITHIN A LOW DENSITY DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED ACCORDING TO THE 10. EPA SWPPP REGULATIONS REQUIRES THAT A SEDIMENT TRAP OR POND BE SIZED TO PROVIDE AT LEAST 104 CUBIC CONTAINERS SHALL BE AVAILABLE FOR DISPOSAL OF DEBRIS, TRASH, HAZARDOUS OR PETROLEUM WASTES. YARDS OF STORAGE PER ACRE OF TOTAL CONTRIBUTING AREA. MAXIMUM DEPTH OF SEDIMENT SETTLING POND SHALL ALL CONTAINERS MUST BE COVERED AND LEAK - PROOF. ALL WASTE MATERIAL SHALL BE DISPOSED OF AT BE EQUAL OR LESS THAN 5 -FEET WITH A LENGTH TO WIDTH RATIO GREATER THAN OR EQUAL TO 2:1) RESIDENTIAL SUBDIVISION. FOLLOWING: 2. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST H 11. NO SOLID (OTHER THAN SEDIMENT) OR LIQUID WASTE, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED IN EQ U E N C E 14. BRICKS, HARDENING CONCRETE AND SOIL WASTE SHALL BE FREE FROM CONTAMINATION WHICH MAY LEACH STORM WATER RUNOFF. ALL NON - SEDIMENT POLLUTANTS MUST BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, CLEARLY DELINEATE AREAS OF TREES, SHRUBS, AND VEGETATION THAT ARE TO BE MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AND GRADE CHANGES TO THE SITE CONSTITUENTS TO WATERS OF THE STATE. d UNDISTURBED. TO PREVENT ROOT DAMAGE, THE AREAS DELINEATED FOR TREE WHERE WASHINGS CAN BE REMOVED AND PROPERLY DISPOSED OFF -SITE WHEN THEY HARDEN. STORAGE TANKS PROTECTION SHOULD BE AT LEAST THE SAME DIAMETER AS THE CROWN. 15. CLEAN CONSTRUCTION WASTES THAT WILL BE DISPOSED INTO THE PROPERTY SHALL BE SUBJECT TO ANY 1. INLET PROTECTION DEVICES AND CONTROLS SHALL BE REPAIRED OR REPLACED WHEN THEY SHOW SIGNS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. U AND FLOTATION BOOMS TO CLEAN AND CONTAIN FUEL AND CHEMICAL SPILLS MUST BE KEPT ON SITE. ENSURE THAT ALL INLET PROTECTION IS IN PLACE AND FUNCTIONING FOR BOTH AREA INLETS AND CURB INLETS ALONG THE PROPERTY FRONTAGE. �GINEER OWNER /DEVELOPER OF UNDERMINING AND OR DETERIORATION. 12. IF THE ACTION OF VEHICLES TRAVELING OVER THE STABILIZED CONSTRUCTION ENTRANCE DOES NOT SUFFICIENTLY C &DD LANDFILL AS REQUIRED. CONSTRUCTION DEBRIS MAY BE DISPOSED OF ON -SITE, BUT DEMOLITION REMOVE MOST OF THE DIRT AND MUD, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. INSTALL PERIMETER SILT FENCE AT CONSTRUCTION LIMITS. POSITION THE FENCE DEBRIS MUST BE DISPOSED IN AN EPA APPROVED LANDFILL. ALSO, MATERIALS WHICH CONTAIN ASBESTOS PROVISIONS MUST BE MADE TO INTERCEPT THE WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. TO INTERCEPT RUNOFF PRIOR TO LEAVING THE LOT OR ENTERING DRAINAGE 3. CONTRACTOR SHALL MINIMIZE CLEARING AND DISTURBANCE TO THE ENVIRONMENT TO THE MAXIMUM EXTENT ui 13. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DISPOSED INTO SEALED CONTAINERS. SWALES. 17. AREA SHALL BE DESIGNATED FOR MIXING OR STORAGE OF COMPOUNDS SUCH AS FERTILIZERS, LIME SO, INC. SANCTUARY PROJECT I, LLC 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STANDING OF GRASS IS POSSIBLE OR AS REQUIRED BY THE GENERAL PERMIT. ASPHALT, OR CONCRETE, THESE DESIGNATED AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, 0 SWALES OR ANY PART OF AN ESTABLISHED OR EXISTING DRAINAGE SYSTEM DRAINAGE DITCHES, FIELD DRAINS, OR OTHER STORMWATER DRAINAGE AREA. . F DRAINAGE SWALES ARE BARE, INSTALL EROSION ADJACENT TO THE PROPERTY I MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. CONTROL BLANKETS OR SOD IMMEDIATELY STABILIZE. 18. EQUIPMENT FUELING & MAINTENANCE SHALL BE IN DESIGNATED AREAS ONLY. OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS PROHIBITED. INSTALL GRAVEL CONSTRUCTION ENTRANCE THAT EXTENDS FROM THE STREET TO 19. A SPILL PREVENTION CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED FOR SITES WITH 15. ON -SITE AND OFF -SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THE BUILDING PAD. GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STONE ON 34 YANKEE STREET c/o EUBEL, BRADY, & SUTTMAN ASSET MANAGEMENT ONE ABOVE - GROUND STORAGE TANK OF 660 GALLONS OR MORE, TOTAL ABOVE - GROUND STORAGE OF 1,330 4. SEDIMENT STRUCTURE AND PERIMETER SEDIMENT BARRIERS SHALL BE IMPLEMENTED AS THE FIRST STEP OF GALLONS OR BELOW- GROUND STORAGE OF 4,200 GALLONS OF FUEL. WITH PERMIT REQUIREMENTS. THE GRADED SURFACE. YTON, OHIO 45458 7777 WASHINGTON VILLAGE DRIVE, SUITE 210 3. SILT FENCES, ROCK CHECK DAM AND PERVIOUS LOGS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF GRADING WITHIN SEVEN (7) DAYS FROM THE START OF CLEARING AND GRUBBING, AND SHALL CONTINUE TO FUNCTION 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE ROADWAYS OR INTO THE STORM SEWERS DITCHES, FIELD DRAINS OR OTHER STORMWATER DRAINAGE AREAS. MUST BE REMOVED IMMEDIATELY. 7) 435 -8584 DAYTON, OHIO 45459 DAMAGED. SEDIMENT ACCUMULATION MUST BE REMOVED WHEN SEDIMENT HEIGHT REACHES ONE -HALF THE UNTIL THE SLOPE DEVELOPMENT AREA IS RESTABILIZED. SEDIMENT CONTROL DEVICES SHALL BE IMPLEMENTED FOR (937)291 -1223 HEIGHT OF THE SILT FENCE, ROCK CHECK DAM AND PERVIOUS LOG. ALL AREAS REMAINING DISTURBED FOR OVER 14 DAYS. TE ACREAGE: 4. OUTLET STRUCTURES IN SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT 5. PERMANENT SOIL STABILIZATION OF DISTURBED AREAS BY MEANS OF VEGETATION, LANDSCAPE TYPE MULCHING, THE SITE IS APPROXIMATELY 2.1 ACRES ALL TIMES. SEDIMENT MUST BE REMOVED FROM BASINS AND OR TRAPS WHEN THE DESIGN CAPACITY HAS MATTING, SOD, RIP RAP, AND OTHER APPROVED LANDSCAPING TECHNIQUES TO BE APPLIED AS FOLLOWS: W OF WHICH 0.7 ACRES WILL BE DISTURBED BY CONSTRUCTION BEEN REDUCED BY 40% (APPROXIMATELY ONE -HALF OF POND DEPTH). WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL BE DORMANT FOR ONE (1) YEAR OR MORE. U) Q WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A STREAM AT FINAL GRADE. 0 5. MINIMIZE OFF -SITE SEDIMENT TRACKING OF VEHICLES BY THE USE OF STONE MATERIAL IN ALL WITHIN SEVEN (7) DAYS FOR ANY OTHER AREA AT FINAL GRADE. Cn JNOFF COEFFICIENT: CONSTRUCTION ENTRANCES, ALONG WITH REGULARLY SCHEDULED SWEEPING /GOOD HOUSEKEEPING. j PRE - CONSTRUCTION RUNOFF COEFFICIENT, C =0.4 STABILIZED CONSTRUCTION ENTRANCES TO BE PROPERLY MAINTAINED AND IN GOOD WORKING ORDER AT 6. TEMPORARY SOIL STABILIZATION OF DISTURBED AREAS BY MEANS OF TEMPORARY VEGETATION, MULCHING, u O POST - CONSTRUCTION RUNOFF COEFFICIENT, ALL TIMES; THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE STONE AS CONDITIONS DEMAND. GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION, AND OTHER APPROVED TECHNIQUES TO BE APPLIED AS FOLLOWS: 6. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A STREAM NOT AT FINAL GRADE. IPERVIOUS AREA: PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL BE DORMANT FOR MORE THAN TWENTY ONE (21) DAYS, BUT PRE - CONSTRUCTION - 0 ACRE, 0% CONDITIONS DEMAND. LESS THAN ONE (1) YEAR. POST - CONSTRUCTION - ± 0.2 ACRE, 9.5% PRIOR TO THE ONSET OF WINTER WEATHER FOR AREAS THAT WILL BE IDLE OVER WINTER. 7. CONTRACTORS AND SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT FROM THE SITE, INCLUDING DETENTION PONDS, AND STORM SEWER SYSTEMS. SEDIMENT DEPOSITION DURING SITE 7. TEMPORARY SEEDING, MULCHING, AND FERTILIZER SPECIFICATIONS: RIOR LAND USE STABILIZATION MUST ALSO BE REMOVED. SEEDING: ANNUAL RYEGRASS AT 2.02 #/1,000 S.F. MULCHING: STRAW MATERIAL SHALL BE UNROTTED SMALL GRAIN STRAW APPLIED AT A RATE OF TWO (2) THE SITE WAS PREVIOUSLY OPEN VACANT - GRASS 8. ALL RIP RAP MUST BE PLACED OVER GEOTEXTILE FILTER. TON /ACRE, OR 80 -100 POUNDS PER 1,000 S.F. MULCH MATERIALS SHALL BE RELATIVELY FREE OF ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITIVE NOXIOUS WEEDS. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR �JACENT AREAS• 9. STONE CONSTRUCTION ENTRANCE TO BE MAINTAINED BY CONTRACTOR UNTIL SITE HAS BEEN PAVED OR IS MECHANICAL MEANS. FROM NOVEMBER 01 THRU MARCH 15 INCREASE THE RATE OF STRAW MULCH TO THREE (3) • NO LONGER REQUIRED. TON /ACRE. THE SITE IS BOUND TO SOUTH BY WEST ROAD, FERTILIZER: APPLY FERTILIZER AT HALF THE RATE OF PERMANENT APPLICATION AND AS PER STATE DOT BOUND TO THE EAST BY EAGLECHASE WAY, AND 10. ALL CATCH BASIN GRATES ARE TO BE PROTECTED WITH INLET BAGS AFTER THEY ARE INSTALLED. THEY SPECIFICATIONS. IF PROJECT CONDITIONS PREVENT FERTILIZING THE SOIL, THEN THIS ITEM MAY BE WAIVED. WEST BY EAGLEVIEW DRIVE. SHOULD BE ROUTINELY CLEANED AND MAINTAINED. 8. PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. 11. SILT FENCE & INLET PROTECTION, SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF DAMAGED. FORM WATER MANAGEMENT: SEDIMENT ACCUMULATION MUST BE REMOVED WHEN IT REACHES ONE HALF THE HEIGHT OF THE SILT 9. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES FENCE. AND EROSION. ALL SLOPES 3:1 OR GREATER THAN 3:1 SHALL BE FERTILIZED, SEEDED, AND CURLEX BLANKETS BY THE EXISTING SITE IS TRIBUTARY TO LONG BRANCH AMERICAN EXCELSIOR COMPANY, NORTH AMERICAN GREEN, INC. OR AN APPROVED EQUAL AS SPECIFIED IN THE PLANS 12. ROCK CHECK DAMS SHOULD BE ROUTINELY CLEANED ONCE SEDIMENT BEGINS TO APPEAR ON THE SHALL BE INSTALLED ON THE SLOPES. UPSTREAM SIDE OF THE ROCK. 10. EPA SWPPP REGULATIONS REQUIRES THAT A SEDIMENT TRAP OR POND BE SIZED TO PROVIDE AT LEAST 104 CUBIC 13. CONTAINERS SHALL BE AVAILABLE FOR DISPOSAL OF DEBRIS, TRASH, HAZARDOUS OR PETROLEUM WASTES. YARDS OF STORAGE PER ACRE OF TOTAL CONTRIBUTING AREA. MAXIMUM DEPTH OF SEDIMENT SETTLING POND SHALL ALL CONTAINERS MUST BE COVERED AND LEAK - PROOF. ALL WASTE MATERIAL SHALL BE DISPOSED OF AT BE EQUAL OR LESS THAN 5 -FEET WITH A LENGTH TO WIDTH RATIO GREATER THAN OR EQUAL TO 2:1) FACILITIES APPROVED FOR THE PERTINENT MATERIAL OF CONSTRUCTION 11. NO SOLID (OTHER THAN SEDIMENT) OR LIQUID WASTE, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED IN EQ U E N C E 14. BRICKS, HARDENING CONCRETE AND SOIL WASTE SHALL BE FREE FROM CONTAMINATION WHICH MAY LEACH STORM WATER RUNOFF. ALL NON - SEDIMENT POLLUTANTS MUST BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, CLEARLY DELINEATE AREAS OF TREES, SHRUBS, AND VEGETATION THAT ARE TO BE CONSTITUENTS TO WATERS OF THE STATE. AND FEDERAL GUIDELINES. WASH OUT OF CEMENT TRUCKS SHOULD OCCUR IN DESIGNATED PIT OR DIKED AREAS, UNDISTURBED. TO PREVENT ROOT DAMAGE, THE AREAS DELINEATED FOR TREE WHERE WASHINGS CAN BE REMOVED AND PROPERLY DISPOSED OFF -SITE WHEN THEY HARDEN. STORAGE TANKS PROTECTION SHOULD BE AT LEAST THE SAME DIAMETER AS THE CROWN. 15. CLEAN CONSTRUCTION WASTES THAT WILL BE DISPOSED INTO THE PROPERTY SHALL BE SUBJECT TO ANY SHOULD ALSO BE LOCATED IN PIT OR DIKED AREAS. IN ADDITION, SUFFICIENT OIL AND GREASE ABSORBING MATERIALS LOCAL PROHIBITIONS FROM THIS TYPE OF DISPOSAL. AND FLOTATION BOOMS TO CLEAN AND CONTAIN FUEL AND CHEMICAL SPILLS MUST BE KEPT ON SITE. ENSURE THAT ALL INLET PROTECTION IS IN PLACE AND FUNCTIONING FOR BOTH AREA INLETS AND CURB INLETS ALONG THE PROPERTY FRONTAGE. 16. ALL CONSTRUCTION AND DEMOLITION DEBRIS (C &DD) WASTE SHALL BE DISPOSED OF IN AN EPA APPROVED 12. IF THE ACTION OF VEHICLES TRAVELING OVER THE STABILIZED CONSTRUCTION ENTRANCE DOES NOT SUFFICIENTLY C &DD LANDFILL AS REQUIRED. CONSTRUCTION DEBRIS MAY BE DISPOSED OF ON -SITE, BUT DEMOLITION REMOVE MOST OF THE DIRT AND MUD, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. INSTALL PERIMETER SILT FENCE AT CONSTRUCTION LIMITS. POSITION THE FENCE DEBRIS MUST BE DISPOSED IN AN EPA APPROVED LANDFILL. ALSO, MATERIALS WHICH CONTAIN ASBESTOS PROVISIONS MUST BE MADE TO INTERCEPT THE WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. TO INTERCEPT RUNOFF PRIOR TO LEAVING THE LOT OR ENTERING DRAINAGE MUST COMPLY WITH AIR POLLUTION REGULATIONS. 13. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DISPOSED INTO SEALED CONTAINERS. SWALES. 17. AREA SHALL BE DESIGNATED FOR MIXING OR STORAGE OF COMPOUNDS SUCH AS FERTILIZERS, LIME MATERIALS SHALL BE PREVENTED FROM LEAVING THE SITE THROUGH THE ACTION OF WIND OR STORM WATER AVOID DISTURBING DRAINAGE SWALES. INSTALL BMP'S TO PROTECT ANY DRAINAGE ASPHALT, OR CONCRETE, THESE DESIGNATED AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. SWALES OR ANY PART OF AN ESTABLISHED OR EXISTING DRAINAGE SYSTEM DRAINAGE DITCHES, FIELD DRAINS, OR OTHER STORMWATER DRAINAGE AREA. . F DRAINAGE SWALES ARE BARE, INSTALL EROSION ADJACENT TO THE PROPERTY I 14. DUST CONTROL USING APPROVED MATERIALS MUST BE PERFORMED AT ALL TIMES. THE USE OF MOTOR OILS AND CONTROL BLANKETS OR SOD IMMEDIATELY STABILIZE. 18. EQUIPMENT FUELING & MAINTENANCE SHALL BE IN DESIGNATED AREAS ONLY. OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS PROHIBITED. INSTALL GRAVEL CONSTRUCTION ENTRANCE THAT EXTENDS FROM THE STREET TO 19. A SPILL PREVENTION CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED FOR SITES WITH 15. ON -SITE AND OFF -SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THE BUILDING PAD. GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STONE ON ONE ABOVE - GROUND STORAGE TANK OF 660 GALLONS OR MORE, TOTAL ABOVE - GROUND STORAGE OF 1,330 BY THE USE OF BEST MANAGEMENT PRACTICES. THESE AREAS MUST BE SHOWN IN THE SITE MAP IN ACCORDANCE GALLONS OR BELOW- GROUND STORAGE OF 4,200 GALLONS OF FUEL. WITH PERMIT REQUIREMENTS. THE GRADED SURFACE. PERFORM PRIMARY GRADING OPERATIONS. 20. ALL DESIGNATED CONCRETE WASHOUT AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES, DRAINAGE 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE ROADWAYS OR INTO THE STORM SEWERS DITCHES, FIELD DRAINS OR OTHER STORMWATER DRAINAGE AREAS. MUST BE REMOVED IMMEDIATELY. CONTAIN EROSION FROM ANY SOIL STOCKPILES CREATED ON -SITE WITH SILT 21. ALL CONTAMINATED SOIL MUST BE TREATED AND /OR DISPOSED IN AN EPA APPROVED SOLID WASTE 17. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH DAY; THIS INCLUDES BACKFILLING OF TRENCHES FENCE AROUND THE BASE. MANAGEMENT FACILITY OR HAZARDOUS WASTE TREATMENT, STORAGE OR DISPOSAL FACILITIES. FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR ASPHALT FOR ROAD CONSTRUCTION. ESTABLISH TEMPORARY SEEDING AND STRAW MULCH ON DISTURBED AREAS. RE -SEED ANY AREAS DISTURBED BY CONSTRUCTION AND UTILITIES INSTALLATION WITH TEMPORARY SEED MIX WITHIN 3 DAYS OF COMPLETION OF DISTURBANCE. GRADE THE SITE TO FINAL ELEVATIONS AND STABILIZE. ADD TOPSOIL AS NEEDED TO MINIMIZE EROSION OF UNDERLYING SOIL AND TO QUICKLY ESTABLISH GRASS. PERIMETER PROTECTION MAY BE TEMPORARILY REMOVED IN ORDER TO COMPLETE FINAL GRADING BUT MUST BE REPLACED OR RE- INSTALLED EACH EVENING OR UNTIL THE LOT IS STABILIZED. THE LOT IS CONSIDERED STABILIZED WHEN IT HAS BEEN FULLY SODDED OR, WHEN USING SEED, HAS REACHED 75% COVER THROUGH MATURE GROWTH OR THE ADDITION OF MULCH. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE PROPERLY MAINTAINED THROUGHOUT CONSTRUCTION. THE INDIVIDUAL LOT OPERATOR IS RESPONSIBLE FOR CLEANING THE STREETS ALONG THE LOT PROPERTY FRONTAGE AT THE END OF EVERY WORK DAY. TEMPORARY AND PERMANENT SEEDING SHOULD BE WATERED AS NEEDED UNTIL ESTABLISHED. 'OOD HOUSEKEEPING IE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING IE CONSTRUCTION PROJECT: I EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. L MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR 'PROPRIATE CONTAINERS, AND IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. ;ODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL \NUFACTURER'S LABEL. IBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE \NU FACTU RE R. -IENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE )NTAINER. 1NUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE ALLOWED. IE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL MATERIALS ONSITE. 22. THE CONTRACTOR SHALL CONTACT THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM), THE LOCAL FIRE DEPARTMENT AND THE LOCAL EMERGENCY PLANNING COMMITTEE IN THE EVENT OF A PETROLEUM SPILL ( >25 GALLONS) OR THE PRESENCE OF SHEET. 23. OPEN BURNING IS NOT PERMITTED ON THE SITE. 24. SANITARY AND WATER PTI FORMS SHALL BE FILED WITH THE IDEM AS REQUIRED. 25. APPROPRIATE MEASURES MUST BE TAKEN TO ENSURE THAT ALL PROPER AIR POLLUTION PERMITS ARE OBTAINED. 26. PROCESS WASTEWATERS SHALL BE COLLECTED AND DISPOSED OF PROPERLY. 27. PROTECTED STORAGE AREAS SHALL BE USED FOR INDUSTRIAL AND CONSTRUCTION MATERIALS IN ORDER TO MINIMIZE THE EXPOSURE OF SUCH MATERIALS TO STORMWATER. 28. INSPECTIONS OF BMPS SHALL BE PERFORMED BY QUALIFIED PERSONS PROVIDED BY THE PERMITTEE AND THE INSPECTION LOGS ARE TO BECOME A PART OF THIS PLAN. INSPECTIONS RECORDS WILL BE KEPT FOR 3 YEARS AFTER THE NOTICE OF TERMINATION IS SUBMITTED. 29. INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE IN EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD, FROM THE BEGINNING OF CONSTRUCTION THROUGH THE FINAL INSPECTION PRIOR TO THE NOTICE OF TERMINATION. 30. NON - SEDIMENT POND BMPS TO BE REPAIRED WITHIN 3 DAYS OF INSPECTION AND SEDIMENT POND BMPS WITHIN 10 DAYS OF INSPECTION. BMPS NOT MEETING THE INTENDED FUNCTION SHALL BE REPLACED WITHIN 10 DAYS OF INSPECTION. MISSING BMPS SHALL BE INSTALLED WITHIN 10 DAYS OF INSPECTION. 31. IF THE SITE WILL BE DORMANT FOR A LONG PERIOD, STABILIZED, AND LESS FREQUENT INSPECTIONS ARE DESIRED, A WAIVER REQUEST SHALL BE SUBMITTED TO EPA FOR A REDUCTION OF MONTHLY INSPECTIONS. 32. ONLY QUALIFIED PERSONNEL WILL PERFORM THE INSPECTIONS. 33. ALL EVALUATION REPORTS FOR THE PROJECT SITE SHALL BE SUBMITTED TO THE CITY OF CARMEL ENGINEERING DEPARTMENT, IN AN ORGANIZED FASHION, WITHIN FORTY -EIGHT (48) HOURS OF THE INSPECTION, ATTN: STORM WATER ADMINISTRATOR. 34. THE FIRST ANNUAL INSPECTION REPORT TO THE CITY OF CARMEL ENGINEERING DEPARTMENT IS DUE ONE YEAR AFTER CONSTRUCTION IS COMPLETED, WITH SUBSEQUENT REPORTS DUE EACH YEAR WITHIN THE SAME MONTH OF THE INITIAL REPORT. IF THERE ARE ANY DEFICIENCIES FOUND DURING THE INSPECTION, THESE SHOULD BE ADDRESSED. IF THE INSPECTION REPORT IS NOT RECEIVED WITHIN THE MONTH IT IS DUE, IF THERE ARE DEFICIENCIES WHICH WERE NOT INCLUDED IN THE REPORT, OR IF ANY DEFICIENCIES INCLUDED IN THE REPORT ARE NOT ADDRESSED IN A TIMELY MANNER, THE BMP OWNER FACES ENFORCEMENT ACTION FROM THE CITY. 35. THE BMP OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND COSTS ASSOCIATED WITH THE BMPS. 36. THE CITY OF CARMEL HAS THE RIGHT TO INSPECT AND MAINTAIN THE BMPS ON SITE AS NECESSARY. 18. THE LAST LAYER OF SOIL, INCLUDING TOP SOIL SHOULD BE COMPACTED TO 80% - 85% OF THE MAXIMUM STANDARD PROCTOR DENSITY, IN AREAS THAT WILL RECEIVE VEGETATION. THIS IS PARTICULARLY IMPORTANT IN CUT SLOPE AND EMBANKMENT AREAS. IN PAVEMENT AND ISLAND AREAS, IT IS RECOMMENDED THAT THE SOIL BE COMPACTED TO 98% AND 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY RESPECTIVELY; THE LAST COMPACTED LAYER MAY BE SCARIFIED TO IMPROVE THE SOIL GROWTH CHARACTERISTICS. 19. THERE IS A POTENTIAL FOR HIGH GROUND WATER AT THIS SITE. CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND IMPLEMENTING A PLAN TO CONTROL BOTH SURFACE AND GROUND WATER DURING THE COURSE OF CONSTRUCTION. 20. THE CONTRACTOR SHALL PROVIDE AN OPERATIONS AND MAINTENANCE MANUAL TO THE HOA FOR ALL POST - CONSTRUCTION STORMWATER BMP'S UPON COMPLETION OF THE PROJECT. GENERAL LAND CONSERVATION NOTES NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 30 DAYS IF IT IS TO REMAIN DORMANT FOR MORE THAN 45 DAYS UNLESS AUTHORIZED BY THE STATE GOVERNING JURISDICTION'S INSPECTOR. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DISTURBED AREAS WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. ALL STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING FOR ALL SITES. ALL STORM SEWER, SANITARY SEWER, WATER MAIN AND SERVICE TRENCHES SHALL BE MULCHED AND SEEDED WITHIN 14 DAYS AFTER BACK FILL IF INSTALLATION IS THROUGH STABILIZED AREAS. NO MORE THAN 500 FEET OF TRENCH WILL BE OPEN AT ANY ONE TIME. ELECTRIC POWER, TELEPHONE, CATV AND GAS SUPPLY TRENCHES SHALL BE COMPACTED SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACK FILL, IF INSTALLATION IS THROUGH STABILIZED AREAS. ALL TEMPORARY DIVERSIONS, SEDIMENT BASIN EMBANKMENTS AND EARTH STOCKPILES SHALL BE SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE COVER WITHIN 7 DAYS AFTER GRADING. STRAW, HAY MULCH OR EQUIVALENT IS REQUIRED. ALL STORM SEWER INLETS SHALL BE PROTECTED BY SEDIMENT TRAPS (INLET PROTECTION) WHICH WILL BE MAINTAINED AND MODIFIED AS REQUIRED AS CONSTRUCTION PROGRESSES. ANY DISTURBED AREA NOT STABILIZED WITH SEEDING, SODDING, PAVING OR BUILT UPON BY NOVEMBER 1ST, OR AREAS DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAW AT THE RATE OF 2 TONS PER ACRE AND OVER - SEEDED BY APRIL 15TH. AT THE COMPLETION OF CONSTRUCTION, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE STABILIZED. HOA SHALL MAINTAIN AND KEEP RECORD OF ANY MAINTENANCE /INSPECTIONS OF COMMON AREAS. V) C) 2 V) U0 �'_ �0 Q � • W W ::D w Z Z W SCALE: AS NOTED DATE: OCTOBER 20 JOB NO.: 4d DESIGN: Y DRAWN: J CHECKED: Y SHEET NO. 4 OF 6