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HomeMy WebLinkAboutC103 STORMWATER POLLUSION PREVENTION PLAN SPECIFICATIONSCrABrBrBrSECTION 2 MATERIAL HANDLING ANDSPILL PREVENTION PLANIN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURINGCONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIALHANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEWTHIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENTTHE PLAN AS WELL.1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THEADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, ASDESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITEDTO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OFSPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BEDOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS ANAREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACESOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANEDUP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BEDISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALLBE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THEABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALLALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'SSUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROMTHE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULDALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN ACONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BEREPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELINGAREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BEPLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLEDFLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BEINSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THEFLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER ANDTHE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTYDISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL ANDBRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN APROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ONTHE CONSTRUCTION SITE.2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BEIMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPERSEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BEINSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS.EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCINGCONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDYWEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROLMEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLEESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROLMEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTIONDEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LANDDISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BEPROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OROTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTECONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS AMINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OROFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLECONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATESMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREAPROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSEDOF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TOTRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITYSHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OFITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY ORSTORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITESHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BEREPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOODEROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USEOF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESETYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT,SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORMSEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALLCONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESSMATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWNWITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPIDVEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAYSTRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE.3. CONCRETE WASTE WATER A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNEDAREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3'DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THISAREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREABECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN ANACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THEEXCAVATION CONTRACTOR.4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OFIN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NOCIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED ORDISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTIONBASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOBSUPERINTENDENT.IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BEMADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMELFIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IFFURTHER MEASURES ARE NEEDED.RULE 6. SPILLS OF OIL AND OTHEROBJECTIONABLE SUBSTANCES;REPORTING, CONTAINMENT AND CLEANUP(REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR1734)RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE327 IAC 2-6.1-1 APPLICABILITYAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THERESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES,EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLESUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION ASTO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TOAFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHERFEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTEDFILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:20071219-IR-327070553BFA)327 IAC 2-6.1-2 SPECIAL AREASAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUEGEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARSTREGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGECOUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCEDIN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TODAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BEEXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESEAREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTALMANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREACODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOROUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518;READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILEDMAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA)327 IAC 2-6.1-3 EXCLUSIONSAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTINGREQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWINGOCCURRENCES:(1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF ANAPPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVEREDBY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANSDOES NOT OCCUR.(2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO:(A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR(B) DUST SUPPRESSION MATERIALS.(3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOTDAMAGE WATERS OF THE STATE.(4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT.(5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OROTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TOFIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE.(6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLYFUNCTIONING WATERCRAFT.(7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HASBEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENECOORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25,1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.:20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-4 DEFINITIONSAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC14-25-7-13; IC 14-25-7-15SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265,AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE:(1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS,AND MOLLUSKS.(2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT AREDEPENDENT UPON AN AQUATIC ENVIRONMENT.(3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM,BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELYPREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TOTHE WATERS OF THE STATE FROM A SPILL.(4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THESTATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL,OR INJURIOUS TO:(A) PUBLIC HEALTH, SAFETY, OR WELFARE;(B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR(C) ANIMALS OR AQUATIC LIFE.(5) "DOWNSTREAM WATER USER" MEANS:(A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D);(B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15;(C) USERS OF RECREATIONAL WATERS; OR(D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL.(6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANTTO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.)(7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHERSTATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE ORON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON ORBY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR ISUNDER COMMON CONTROL WITH, SUCH PERSON.(8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT ORRIGHT-OF-WAY.(9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14).(10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY:(A) RAIL AND MOTOR VEHICLES;(B) AIRCRAFT;(C) WATERCRAFT;(D) PIPELINES; OR(E) OTHER MEANS OF TRANSPORTATION;IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BYTRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THATFACILITY.(11) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE:(A) OF A QUANTITY AND A TYPE; AND(B) PRESENT FOR A DURATION AND IN A LOCATION;SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF.(12) "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIALDESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTALPROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT ANDCOORDINATE SPECIAL SPILL RESPONSE ACTIVITIES.(13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR:(A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR(B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THEDEPARTMENT.(14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUSSUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BEREPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C.9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANYUNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE,DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM,HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OROBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TOIMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THESURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL.(16) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING:(A) THE SPILL IS CONTAINED; AND(B) FREE MATERIAL IS REMOVED OR NEUTRALIZED.(17) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWINGINFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION ISKNOWN AT THE TIME OF THE REPORT:(A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSONMAKING THE SPILL REPORT.(B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACTPERSON IF DIFFERENT FROM CLAUSE (A).(C) THE LOCATION OF THE SPILL.(D) THE TIME OF THE SPILL.(E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED.(F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN ORMAY FURTHER BE SPILLED.(G) THE DURATION OF THE SPILL.(H) THE SOURCE OF THE SPILL.(I) NAME AND LOCATION OF THE WATERS DAMAGED.(J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THESPILL.(K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORMA SPILL RESPONSE.(L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THERESPONSE ACTION.(18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OFWATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC ANDPRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOWTHROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANYPRIVATE POND OR ANY OFF-STREAM POND, RESERVOIR, OR FACILITY BUILT FORREDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TODISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, ORFACILITY CAUSES OR THREATENS TO CAUSE WATERPOLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25,1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738;READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,2007, 1:16 P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITYAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED:(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATHOR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS.(2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATERUTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLYWELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327IAC 8-4.1 THAT ARE:(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR(C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11)OF THIS RULE.(3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT:(A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKINGWATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR(B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF:(I) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDINGSTATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKEMICHIGAN;(II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B);(III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING ASALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKEMICHIGAN;OR(IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA,NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THEDEPARTMENT OF NATURAL RESOURCES OR THE FEDERALGOVERNMENT.(4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1)THROUGH (3), THE FOLLOWING MUST BE REPORTED:(A) SPILLS TO SURFACE WATERS:(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUSSUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(II) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS;OR(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION4(11) OF THIS RULE.(B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY:(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(II) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDSFIFTY-FIVE (55) GALLONS;OR(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION4(11) OF THIS RULE.(C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY:(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUSSUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THEREPORTABLE QUANTITY;(II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONETHOUSAND (1,000) GALLONS;OR(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION4(11) OF THIS RULE.(5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE.(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTEDFILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATIONAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUSTBE REPORTED:(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATHOR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS.(2) SPILLS THAT DAMAGE SURFACE WATERS.(3) SPILLS TO SOIL:(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUSSUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100)POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDSFIFTY-FIVE (55) GALLONS;OR(C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11)OF THIS RULE.(4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATERPOLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILEDNOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIESAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANYMODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL,UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERSOF THE STATE, DO THE FOLLOWING:(1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLEDMATERIAL FROM ENTERING THE WATERS OF THE STATE.(2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TOACCOMPLISH A SPILL RESPONSE.(3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY,COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTALMANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION:AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOROUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATIONBECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THELIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLEPARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHINTWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMESKNOWN.(4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT,OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N.SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OFTHE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT.(5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES,EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THEFOLLOWING:(A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEARESTAFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILESOF THE SPILL AND IN THE STATE OF INDIANA;AND(B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTEDPROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANTOR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILEDFEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.:24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21,2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06P.M.: 20080625-IR-327080419ACA)327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONSAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE,EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTINGREQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDERSPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES,COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OFENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THESPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THEDELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTIONCONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,2007, 1:16 P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-9 COMPLIANCE CONFIRMATIONAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR INTHIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE ALETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NOFURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTIONCONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,2007, 1:16 P.M.: 20071219-IR-327070553BFA)W220592-C102 swppp specSEASONAL SOIL PROTECTION CHARTSOILS MAPSOILS TYPE LEGENDBrBROOKSTON SILTY CLAY LOAMTHE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THISSOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION,MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOILHAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BEARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALLBUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USINGPROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENTSTRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OFTHE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETSBECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION.INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATERTABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FORROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLEMATERIAL.CrACROSBY SILT LOAM0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THEENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE,MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOWPERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES.THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROMBECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTSSHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINEDFOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROMLOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HASSEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FORROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL.NO SCALEPERMANENTSEEDINGSODDINGMULCHINGMETHODSTABILIZATIONSOILSEEDINGDORMANTSEEDINGTEMPORARYA = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE;PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE.C = SPRING OATS 3 BUSHEL/ACRE.D = WHEAT OR RYE 2 BUSHEL/ACRE.E = ANNUAL RYEGRASS 40 LBS/ACRE.F = SOD (BLEND 3 IMPROVED VARIETIES).G = STRAW MULCH 2 TONS/ACRE.*/I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.*KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES.PROJECT LOCATIONAREA MAPSECTION 1 EMERGENCY RESPONSE NUMBERSEMERGENCY FOR ANY LIFE THREATENING PROBLEM911CARMEL FIRE DEPARTMENT317-571-2600CARMEL POLICE DEPARTMENT317-571-2500INDIANA DEPT. OF NATURAL RESOURCES812-477-8773INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT317-233-7745HAMILTON COUNTY COUNTY SOIL AND WATER317-773-1406CITY OF CARMEL ENGINEERING317-571-2441U S - 3 1 U S - 3 1N ILL INO IS STN ILLINO IS ST N I L L IN O I S S TN ILLINOIS STN PENNSYLVANIA STW MAIN STW MAIN STKINGSBURY DRKINGSBURY DRMOUNDS CTHAMILTON CROSSING BLVD109a b c d8 76e f g h 1098765432Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana1PREPARED FOR:PROJECT NO.SHEET NO.a b c d 5432e 1f h SUBMITTAL TO CITY OF CARMEL 03.20.2024 TAS RESUBMITTAL TO CITY OF CARMEL 05.15.2024 TAS g ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax W E I H E Land Surveying | Civil Engineering Landscape Architecture05/15/2024PROJECT NO.:REVISIONS AND ISSUES DATE BY DWG NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE:Know what'sbelow.before you dig.CallRSTEVEN SCOTT RUCKER P.E. 11300279APPROVAL PENDINGN O T F O R C O N S T R U C T I O NW22.0592TAS W22.0592 03.20.2024 SSR SSR COURTYARD BY MARRIOTT 13285 ILLINOIS ST., CARMEL, IN 46032C103STORMWATER POLLUSION PREVENTION PLAN SPECIFICATIONSMECHANICAL WATER QUALITY UNIT:THE MECHANICAL WATER QUALITY UNIT PROVIDES A HIGHLY EFFECTIVE MEANS FOR THE REMOVAL OF SEDIMENT, FLOATING DEBRIS AND FREE-OIL. SWIRLTECHNOLOGY, OR VORTEX SEPARATION, IS A PROVEN FORM OF TREATMENT UTILIZED IN THE STORMWATER INDUSTRY TO ACCELERATE GRAVITATIONALSEPARATION. THE WQU PROVIDES TREATMENT FOR MOST CONTAMINATED FIRST FLUSH, WHILE THE CLEANER PEAK STORM FLOW IS DIVERTED ANDCHANNELED THROUGH THE MAIN CONVEYANCE PIPE. A COMBINATION OF GRAVITATIONAL AND HYDRODYNAMIC DRAG FORCES ENCOURAGES THE SOLIDS TODROP OUT OF THE FLOW AND MIGRATE TO THE CENTER OF THE CHAMBER WHERE VELOCITIES ARE THE LOWEST.CATCH BASINS:CATCH BASIN/INLET CLEANING AND REPAIR HAS TRADITIONALLY BEEN PERFORMED TO RESPOND TO LOCALIZED FLOODING PROBLEMS IN STREETS. CATCHBASINS ARE INLETS AT THE CURB WITH A SMALL TRAP (USUALLY SIX INCHES TO ONE FOOT DEEP) BELOW THE SEWER PIPE. THESE DEVICES HELP TO CLEANSTORM WATER BECAUSE PARTICLES IN STREET RUNOFF SETTLE INTO THE TRAP BEFORE THE WATER ENTERS THE STORM SEWERS. CATCH BASINS REQUIREREGULAR CLEANING OF THE SEDIMENT TRAP TO BE. THE INLETS DO NOT TRAP SEDIMENTS AND DON'T NEED CLEANING UNLESS THEY ARE PLUGGED. CLEANINGFOR EITHER CATCH BASINS OR INLETS CAN BE DONE BY HAND (E.G., WITH A CLAMSHELL OR SHOVEL) OR WITH A VACUUM TRUCK.CONVEYANCE STORM PIPES:A GOOD RULE OF THUMB IS TO CONDUCT INSPECTION OF STORM DRAIN INLETS, DITCHES, CHANNELS, PONDS AND OTHER TREATMENT FACILITIES AT LEASTONCE A YEAR, PRIOR TO THE BEGINNING OF THE RAINY SEASON. COMPLETE INSPECTIONS EARLY ENOUGH SO THAT REPAIRS CAN BE MADE DURING DRYWEATHER. CATCH BASINS SHOULD BE INSPECTED AT LEAST ONCE EVERY SIX MONTHS. SOME STORM WATER TREATMENT DEVICES, SUCH AS OIL/WATERSEPARATORS, MAY REQUIRE MORE FREQUENT INSPECTION. FOR THESE, CHECK THE MANUFACTURER'S SPECIFICATION OR OTHER DESIGN GUIDANCEHANDBOOKS. SEWER PIPES AND CULVERTS SHOULD BE INSPECTED EVERY THREE TO FIVE YEARS, OR IN RESPONSE TO A REPORTED PROBLEM. MOSTAGENCIES INSPECT THEIR SEWER PIPES SIX INCHES OR LARGER WITH A TV CAMERA, AND PIPES 36 INCHES OR LARGER WITH A WALK-THROUGH INSPECTION.ALL OTHER PARTS OF THE SYSTEM ARE INSPECTED VISUALLY.LOOK FOR EXCESSIVE SILT BUILD-UP, EROSION, UNUSUAL ALGAL GROWTH, CRACKED OR COLLAPSED PIPES, MISALIGNED JOINTS, AND OTHER SIGNS OFPROBLEMS SUCH AS A SHEEN ON THE WATER SURFACE, DISCOLORED WATER, OR AN UNPLEASANT ODOR. CHECK WITH PRODUCT MANUFACTURERS ORSTORM WATER HANDBOOKS FOR ADVICE ON WHAT TO LOOK FOR WHEN INSPECTING MORE SOPHISTICATED TREATMENT DEVICES SUCH AS FLOW SPLITTERSAND DIVERTERS. WHEN A PROBLEM IS NOTED, TAKE STEPS TO CORRECT THE PROBLEM, OR ROUTE THIS INFORMATION IMMEDIATELY TO THE APPROPRIATEINDIVIDUAL(S) IN YOUR ORGANIZATION WHO CAN RESPOND. IF NEEDED, DEVELOP A GOOD RESPONSE PLAN TO ENSURE QUICK FOLLOW-UP IN THE FUTURE.CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A)A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN: SEE BELOW.A2 - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS, AND MAJOR ROADS: SEEBOTTOM OF THIS PAGE.A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT: TO CONSTRUCT A HOTEL AND EXPAND AN EXISTING PARKING LOT.A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: LAT: 39.978971, LONG: -86.159273A5 - LEGAL DESCRIPTION OF THE PROJECT SITE: SEE SHEET C101, BOTTOM RIGHT OF PAGE.A6 - 11 X 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS: NOT APPLICABLEA8 - LAND USE OF ALL ADJACENT PROPERTIES: NORTH: VACANT LOT, SOUTH: U.S. 31, EAST: COMMERCIAL OFFICE BUILDING, WEST: COMMERCIAL.A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: NO REPORT IS NOTED AS OF 3/15/2022 ON WMP AND TMDL REPORTS SEARCH TOOL.A10 - NAME(S) OF THE RECEIVING WATER(S): WILLIAMS CREEKA11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED:WILLIAMS CREEK IS NOT LISTED AS AN IMPAIRED WATERWAY ON 303(D) LIST. THIS PROJECT WILL NOT DIRECT DISCHARGE INTO THE WILLIAMS CREEK.A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES: SEE BOTTOM OF THIS PAGE.A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE (CONSTRUCTION PLAN,EXISTING SITE LAYOUT): NO WETLANDS, A POND IS ON THE SOUTH PART OF THE PROJECT SITE.A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTIONACTIVITIES: NOT APPLICABLE.A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS: EXISTING COVER CONSISTS OF A GRASS FIELD. SURFACE WATERIS ONSITE, ON THE SOUTH PART OF THE SITE, AND REQUIRES A NATURAL BUFFER.A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS: SEE SHEET C100 FOR EXISTING TOPOGRAPHY.A17- LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE: RUNOFF DOES NOT ENTER THE SITE FROM ANY DIRECTION. SEE SHEET C100 FOR LOCATION OFCULVERTS AND CONTOURS OF THE SITE PRE-CONSTRUCTION.A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: SEE SHEET C100 FOR EXISTING TOPOGRAPHY.EXISTING OUTLET CULVERT IS LOCATED ON THE SOUTHWEST CORNER OF THE EXISTING POND, AND DISCHARGES INTO THE U.S. 31 TRUNK LINE.A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: SEE SHEET C100 FOR EXISTING CONDITIONS AND ITEMS NOTED FOR DEMOLITION. NOEXISTING BUILDING EXIST ON THE SITE.A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATERMANAGEMENT: EXISTING DETENTION POND IS LOCATED ON THE SOUTH END OF THE PROJECT SITE. THE EXISITNG DETENTION POND WAS BUILT WITH THEINTENT OF DETAINING RUNOFF FROM THIS PROJECT SITE UNDER DEVELOPED CONDITIONS.A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARSTFEATURES: NOT APPLICABLE.A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: 3.37 ACA23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: 1.98 ACA24 - PROPOSED FINAL TOPOGRAPHY: SEE SHEET C300-C301 GRADING PLAN SHEETS.A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEETS C101 FOR LIMITS OF DISTURBANCE.A26 - LOCATIONS, SIZE, AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS:SEE SHEETS C600-602, C800-801 FOR LOCATION, SIZE AND DIMENSIONS OF PROPOSED STORMWATER DRAINAGE SYSTEMS.A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE: SEE SHEET C101 SWPPPAND SHEET C600 GRADING PLAN FOR OUTFALL OF THE PROPOSED DETENTION BASIN (US31 ROW).A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, ANDCOMMON AREAS: SEE CIVIL PLANS SHEETS FOR PROPOSED SITE IMPROVEMENTS, WHICH INCLUDE A HOTEL, ASSOCIATED PARKING LOT, AND LANDSCAPING.A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS: SEE SHEET C100 FOR LOCATION OF SOIL STOCKPILES (ONSITE)A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: NOT APPLICABLE.A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM CROSSINGS AND PUMPAROUNDS: NOT APPLICABLE.STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT(SECTION B)B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIAL NON-STORMWATER DISCHARGES:POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE,ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASHSHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCECLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: SEE SHEET C100 FOR CONSTRUCTION ENTRANCE, WHICH IS LOCATED AT THEPROPOSED NORTH ENTRANCE. DETAIL IS LOCATED ON SHEET C104.B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: SEE TEMPORARY SEEDING SCHEDULE AND NOTES ON DETAIL LOCATED ON SHEETC104, TOP MIDDLE OF PAGE. ALSO LOCATED ON SHEET C103 IS A SEASONAL SOIL PROTECTION CHART FOR CONTRACTOR GUIDELINES ON SOIL STABILIZATIONMETHODS.B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: THERE IS ONE SWALE SHOWN ON THE GRADING SHEETS C300-C301. UPON FINALGRADING CONTRACTOR TO INSTALL EROSION CONTROL BLANKET, RIPRAP AND SEEDING PER PLAN SHEET C102 AND DETAILS ON SHEETS C104 AND C105.B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: UPON FINAL GRADING, CONTRACTOR TO APPLY SEEDING AT SPECIFIED RATES PER C102 ANDDETAILS ON SHEET C104 AND L200.B6 - RUN-OFF CONTROL MEASURES: THE POND AND BYPASS PIPE OUTLET TO THE US31 TRUNK LINE. RIPRAP AND EROSION CONTROL BLANKET AS SPECIFIEDON SHEET C102 MUST BE INSTALLED AFTER FINAL GRADING AND STRUCTURE INSTALLATION.B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS: THE POND AND BYPASS PIPE OUTLET TO THE US31 ROW ARE EXISTING AND WILLNOT BE DISTURBED.B8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: NOT APPLICABLE.B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS: IN THE EVENT THAT DEWATERING IS REQUIRED ON SITE, PROVIDE SEDIMENT AND OILCONTAINMENT WITH THE USE OF THE ULTRA DEWATERING BAG, PART #9724-O/S AS PROVIDED BY ULTRATECH INTERNATIONAL, INC. AND SUPPLIED BY D2 LAND& WATER RESOURCES. REFER TO MANUFACTURER SPECIFICATIONS FOR ALTERNATE SIZES OF BAGS IF NEEDED. ALTERNATE EQUAL MEASURES OFCONTAINMENT MAY BE APPROVED BY THE ENGINEER OR EROSION CONTACT PERSON IF ANOTHER PRODUCT OR METHOD OF CONTAINMENT IS DESIRED.B10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES: NOT APPLICABLE.B11 - MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: INSPECT ALL EROSION CONTROL AND STORMWATER QUALITYMEASURES WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. REPAIR/REPLACE ANY COMPROMISED OR FAILED MEASURE AS REQUIRED. MORESPECIFIC GUIDELINES ARE INCLUDED ON INDIVIDUAL DETAILS AND BELOW.B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LANDDISTURBANCE:1.A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM ISREQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.2.CONSTRUCTION ENTRANCE - INSTALL CONSTRUCTION ENTRANCE OFF OF THE COMMERCIAL PARK ACCESS ROAD. SEE SHEET C100 FOR LOCATION ANDSHEET C104 FOR DETAIL.3.INSTALL SILT FENCING AND ALL OTHER EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING.4.EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE.5.STORM SEWER - INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION6.UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES.7.FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS.8.PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR PARKING AREA.9.CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED.10. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING.B13 - PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: NOTAPPLICABLE.B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1: POTENTIAL POLLUTANTS FROMCONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATEDOIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUPSHOULD OCCUR; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THECONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIALBACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.SHALL MEET THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE..CONTACT INFORMATION FOR STATE AND LOCAL EMERGENCY SPILL RESPONSE IS INCLUDED ON THIS SHEET, TOP MIDDLE OF PAGE.B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: APPROPRIATE MEASURES MUST BE IMPLEMENTED TOMANAGE WASTES OR UNUSED BUILDING MATERIALS INCLUDING, BUT NOT LIMITED TO GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, CONCRETE ORCEMENTITIOUS WASHOUT WATER, MORTAR/MASONRY PRODUCTS, SOIL STABILIZERS, LIME STABILIZATION MATERIALS, AND OTHER SUBSTANCES. WASTES ANDUNUSED BUILDING MATERIALS MUST BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE STATUTES AND REGULATIONS.PROPER STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, AND SPILL PREVENTION AND CLEAN-UP MEASURES MUST BEIMPLEMENTED TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER OR DEGRADE SOIL QUALITY.CONCRETE WASHOUT AREA IS LOCATED ON SHEET C100. WASH WATER MUST BE DIRECTED INTO LEAK-PROOF CONTAINERS OR LEAK-PROOF CONTAINMENTAREAS WHICH ARE LOCATED AND DESIGNED TO DIVERT STORMWATER RUN-OFF TO PREVENT THE DISCHARGE AND/OR OVERFLOW OF THE WASH WATER.STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT(SECTION C)C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: POTENTIAL POLLUTANTS FROM POST-CONSTRUCTIONACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PADWEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TOREDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED.C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: THE ONSITE STORMWATER WILL BE CONVEYED BY AN UNDERGROUND PIPESYSTEM INTO THE WATER QUALITY BMP, PROVIDED BY THE HYDRO INTERNATIONAL 5-FT DIAMETER FIRST DEFENSE MECHANICAL WATER QUALITY UNIT. THESTORM WATER IS THEN DISPERSED INTO THE WET POND, THEN RELEASED FROM THE SITE BY AN EXISTING 18" DIAMETER PIPE. THE INFORMATION FOR THESEPRODUCTS ARE BETTER DEFINED IN THE C600 SERIES PLANS AND DETAILS. ADDITIONAL WATER QUALITY MEASURES WILL BE IMPLEMENTED BY THE SITEOWNER AS PART OF THEIR SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN.C3 - PLAN DETAILS FOR EACH STORMWATER MEASURES: SEE SHEET C608 FOR THE DETAIL OF THE PROPOSED WATER QUALITY BMP AND ASSOCIATED BYPASSSTRUCTURES AND OUTLET CONTROL.C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION: THE WATER QUALITY BMP 5-FT DIAMETER FIRST DEFENSE WILL BE INSTALLEDDURING THE STORM SEWER INSTALLING OF THE PROJECT. SEE SEQUENCE DESCRIBED ABOVE. AFTER FINAL GRADING, RIPRAP, EROSION CONTROL BLANKETWILL BE INSTALLED TO MAINTAIN GRADES WHILE GRASS IS ESTABLISHED.C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: AN OPERATION MANUAL IS SUPPLIED WITH THESE PLANS.C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES: THE PROJECT SITEOWNER, SAAMRAJYA LLC, WILL BE RESPONSIBLE FOR ONGOING OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES.