HomeMy WebLinkAboutC103 SWPPP SPECS - ROSIES GARDENSSECTION 2 MATERIAL HANDLING AND
SPILL PREVENTION PLAN
IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING
CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL
HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW
THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT
THE PLAN AS WELL.
1. CONSTRUCTION EQUIPMENT
A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE
ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS
DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED
TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF
SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE
DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN
AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE
SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED
UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE
DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL
BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE
ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL
ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S
SUPERINTENDENT.
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM
THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD
ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A
CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE
REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING
AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE
PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED
FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER.
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE
INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE
FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND
THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY
DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND
BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN
A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN
ON THE CONSTRUCTION SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL
BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER
SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE
INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS.
EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING
CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY
WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL
MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND
SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY
EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET
PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE
ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE
OPERATIONS SHALL BE PROPERLY REVEGATATED.
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR
OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE
CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A
MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR
OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE
CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE
SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA
PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED
OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO
TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY
SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF
ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR
STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE
SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE
REPAIRED OR DISPOSED OF PROPERLY.
C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO
GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE
THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF
THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF
SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE
STORM SEWER SYSTEM.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL
CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS
MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS
SHOWN WITHIN THESE PLANS.
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID
VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY
STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE.
3. CONCRETE WASTE WATER
A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED
AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A
3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS
AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA
BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN
ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE
EXCAVATION CONTRACTOR.
4. PAINT PRODUCTS
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED
OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO
CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR
DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION
BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB
SUPERINTENDENT.
IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE
MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL
FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF
FURTHER MEASURES ARE NEEDED.
SECTION 1 EMERGENCY RESPONSE NUMBERS
EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911
CARMEL FIRE DEPARTMENT 317-571-2600
CARMEL POLICE DEPARTMENT 317-571-2500
INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773
INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745
HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406
CITY OF CARMEL ENGINEERING 317-571-2441
RULE 6. SPILLS OF OIL AND OTHER
OBJECTIONABLE SUBSTANCES; REPORTING,
CONTAINMENT AND CLEANUP
(REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1734)
RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE
327 IAC 2-6.1-1 APPLICABILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE
RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES,
EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE
SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS
TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO
AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER
FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC
2-6.1-1; FILED FEB 25, 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)
327 IAC 2-6.1-2 SPECIAL AREAS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE
GEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST
REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE
COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED
IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO
DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE
EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE
AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA
CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR
OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB
25, 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 FILED
MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-3 EXCLUSIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING
REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING
OCCURRENCES:
(1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN
APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED
BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS
DOES 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 NOT
DAMAGE 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 OR
OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO
FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE.
(6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY
FUNCTIONING WATERCRAFT.
(7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS
BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE
COORDINATOR. (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 NOV
21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-4 DEFINITIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: 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; IC
14-25-7-13; IC 14-25-7-15
SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC
13-11-2-35(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 ARE
DEPENDENT UPON AN AQUATIC ENVIRONMENT.
(3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM,
BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY
PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO
THE WATERS OF THE STATE FROM A SPILL.
(4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE
STATE 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 PURSUANT
TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.)
(7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER
STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR
ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR
BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS
UNDER COMMON CONTROL WITH, SUCH PERSON.
(8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR
RIGHT-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 BY
TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY.
(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 OFFICIAL DESIGNATED BY THE
DEPARTMENT, THE UNITED STATES ENVIRONMENTAL
PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE
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 THE DEPARTMENT.
(14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR
EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED 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 ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR
UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF
PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR
OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE
SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE 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 FOLLOWING
INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE
TIME OF THE REPORT:
(A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE
SPILL REPORT.
(B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON 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 OR MAY
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 THE SPILL.
(K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL
RESPONSE.
(L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION.
(18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER,
SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS
THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON
THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF-STREAM POND,
RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING
OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR,
OR FACILITY CAUSES OR THREATENS TO CAUSE WATER
POLLUTION. (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; FACILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED:
(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE
INJURY OR ILLNESS TO HUMANS OR ANIMALS.
(2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT
IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY
WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 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 DRINKING WATER
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 OUTSTANDING STATE
RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN;
(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 A SALMONID FISHERY
PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN;
OR
(IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE
PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL
RESOURCES OR THE FEDERAL GOVERNMENT.
(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 HAZARDOUS
SUBSTANCES 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 SECTION 4(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 EXCEEDS FIFTY-FIVE (55)
GALLONS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF
THIS RULE.
(C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE
QUANTITY;
(II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND
(1,000) GALLONS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(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, 1:00 P.M.: 20 IR
1732; 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 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST
BE REPORTED:
(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH
OR 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 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.
(4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER
POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1733; 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 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY
MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL,
UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS
OF THE STATE, DO THE FOLLOWING:
(1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED
MATERIAL FROM ENTERING THE WATERS OF THE STATE.
(2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO
ACCOMPLISH A SPILL RESPONSE.
(3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY,
COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION:
AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR
OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION
BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE
LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE
PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN
TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES
KNOWN.
(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 OF
THE 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 THE
FOLLOWING:
(A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST
AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES
OF THE SPILL AND IN THE STATE OF INDIANA;
AND
(B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED
PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT
OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED
FEB 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 OCT
20, 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, 2:06
P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE,
EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING
REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER
SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES,
COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE
SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE
DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION
CONTROL 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 CONFIRMATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN
THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A
LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO
FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION
CONTROL 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)
SEASONAL SOIL PROTECTION CHARTSOILS MAP
NO SCALE
B
A
B
C D
E
F
G
**
PERMANENT
SEEDING
SODDING
MULCHING
METHOD
STABILIZATION
SOIL
SEEDING
DORMANT
SEEDING
TEMPORARY
A = 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.
E 106th St
PROJECT LOCATION PROJECT LOCATION
AREA MAP
MECHANICAL WATER QUALITY UNIT:
THE MECHANICAL WATER QUALITY UNIT PROVIDES A HIGHLY EFFECTIVE MEANS FOR THE REMOVAL OF SEDIMENT, FLOATING DEBRIS AND FREE-OIL. SWIRL
TECHNOLOGY, OR VORTEX SEPARATION, IS A PROVEN FORM OF TREATMENT UTILIZED IN THE STORMWATER INDUSTRY TO ACCELERATE GRAVITATIONAL
SEPARATION. THE WQU PROVIDES TREATMENT FOR MOST CONTAMINATED FIRST FLUSH, WHILE THE CLEANER PEAK STORM FLOW IS DIVERTED AND
CHANNELED THROUGH THE MAIN CONVEYANCE PIPE. A COMBINATION OF GRAVITATIONAL AND HYDRODYNAMIC DRAG FORCES ENCOURAGES THE SOLIDS TO
DROP 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. CATCH
BASINS ARE INLETS AT THE CURB WITH A SMALL TRAP (USUALLY SIX INCHES TO ONE FOOT DEEP) BELOW THE SEWER PIPE. THESE DEVICES HELP TO CLEAN
STORM WATER BECAUSE PARTICLES IN STREET RUNOFF SETTLE INTO THE TRAP BEFORE THE WATER ENTERS THE STORM SEWERS. CATCH BASINS REQUIRE
REGULAR CLEANING OF THE SEDIMENT TRAP TO BE. THE INLETS DO NOT TRAP SEDIMENTS AND DON'T NEED CLEANING UNLESS THEY ARE PLUGGED. CLEANING
FOR 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 LEAST
ONCE A YEAR, PRIOR TO THE BEGINNING OF THE RAINY SEASON. COMPLETE INSPECTIONS EARLY ENOUGH SO THAT REPAIRS CAN BE MADE DURING DRY
WEATHER. CATCH BASINS SHOULD BE INSPECTED AT LEAST ONCE EVERY SIX MONTHS. SOME STORM WATER TREATMENT DEVICES, SUCH AS OIL/WATER
SEPARATORS, MAY REQUIRE MORE FREQUENT INSPECTION. FOR THESE, CHECK THE MANUFACTURER'S SPECIFICATION OR OTHER DESIGN GUIDANCE
HANDBOOKS. SEWER PIPES AND CULVERTS SHOULD BE INSPECTED EVERY THREE TO FIVE YEARS, OR IN RESPONSE TO A REPORTED PROBLEM. MOST
AGENCIES 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 OF
PROBLEMS SUCH AS A SHEEN ON THE WATER SURFACE, DISCOLORED WATER, OR AN UNPLEASANT ODOR. CHECK WITH PRODUCT MANUFACTURERS OR
STORM WATER HANDBOOKS FOR ADVICE ON WHAT TO LOOK FOR WHEN INSPECTING MORE SOPHISTICATED TREATMENT DEVICES SUCH AS FLOW SPLITTERS
AND DIVERTERS. WHEN A PROBLEM IS NOTED, TAKE STEPS TO CORRECT THE PROBLEM, OR ROUTE THIS INFORMATION IMMEDIATELY TO THE APPROPRIATE
INDIVIDUAL(S) IN YOUR ORGANIZATION WHO CAN RESPOND. IF NEEDED, DEVELOP A GOOD RESPONSE PLAN TO ENSURE QUICK FOLLOW-UP IN THE FUTURE.
DRY DETENTION BASIN:
DETENTION STORAGE LOCATED IN DRY DETENTION BASIN DESIGN TO PROVIDE STORAGE OF STORMWATER RUNOFF DURING RAIN EVENTS AND REDUCE PEAK
RUNOFF RATES FROM THE SITE. SYSTEM IS DESIGNED TO BE DRY AND CONTAIN A MIX OF NATIVE VEGETATION THAT ENHANCE WATER QUALITY.
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: SEE
BOTTOM OF THIS PAGE.
A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT: TO CONSTRUCT A NEW BUILDING AND PARKING ADDITIONS TO AN EXISTING GARDEN CENTER.
A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: LAT: 39.938428, LONG: -86.146661
A5 - 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 APPLICABLE
A8 - LAND USE OF ALL ADJACENT PROPERTIES: NORTH: MULTI-FAMILY RESIDENCE, SOUTH: SINGLE FAMILY RESIDENCE, EAST: SINGLE FAMILY RESIDENCE,
WEST: SINGLE FAMILY RESIDENCE.
A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: REPORT IS NOTED AS OF 7/03/2023 ON WMP AND TMDL REPORTS SEARCH TOOL.
A10 - NAME(S) OF THE RECEIVING WATER(S): HOWLAND DITCH-WHITE RIVER
A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED:
REAM CREEK IS LISTED AS AN IMPAIRED 303(D) LIST. IMPAIRMENT INCLUDE PCBS IN FISH TISSUE. THIS PROJECT WILL NOT DIRECT DISCHARGE INTO REAM
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, LAKES ARE ADJACENT TO THE PROJECT SITE. NO OFFSITE WATER DRAINS THROUGH THE SITE.
A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION
ACTIVITIES: NOT APPLICABLE.
A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS: EXISTING COVER CONSISTS OF GRASS, BUILDINGS, AND PARKING
LOTS. NO SURROUNDING SURFACE WATER IS ONSITE TO REQUIRE A NATURAL BUFFER.
A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS: SEE SHEET C050 FOR EXISTING TOPOGRAPHY.
A17- LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE: RUNOFF ENTERS THE SITE FROM THE NORTH TO A CULVERT UNDER CR200S, THEN THROUGH
THE PROPERTY TO THE WEST TO US421 WHERE AN EXISTING CULVERT EXISTS. SEE SHEET C100 FOR LOCATION OF CULVERTS AND CONTOURS OF THE SITE
PRE-CONSTRUCTION.
A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: SEE SHEET C050 FOR EXISTING TOPOGRAPHY.
EXISTING SWALE LEAVES AT THE SOUTHEAST CORNER OF THE SITE.
A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: SEE SHEET C101 FOR EXISTING CONDITIONS AND ITEMS NOTED FOR DEMOLITION.
EXISTING BUILDINGS, SHEDS, AND GREENHOUSES ONSITE.
A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER
MANAGEMENT: NOT APPLICABLE.
A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST
FEATURES: NOT APPLICABLE.
A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: 7.12 AC
A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: 3.66 AC
A24 - PROPOSED FINAL TOPOGRAPHY: SEE SHEET C300 GRADING PLAN SHEET.
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 SHEET C800 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 C102 SWPPP
AND SHEET C300 GRADING PLAN FOR OUTFALL OF THE PROPOSED DETENTION BASIN (N. COLLEGE AVENUE ROW).
A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND
COMMON AREAS: SEE CIVIL PLANS SHEETS FOR PROPOSED SITE IMPROVEMENTS, WHICH INCLUDE A GARDEN CENTER, ASSOCIATED PARKING LOT, DETENTION
POND, LANDSCAPING, AND DRIVEWAY CONNECTIONS TO N. COLLEGE AVE.
A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS: SEE SHEET C101 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 PUMP
AROUNDS: 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 TRASH
SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE
CLOGGING 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 C101 FOR CONSTRUCTION ENTRANCE, WHICH IS LOCATED AT THE
PROPOSED SOUTHEAST ENTRANCE. DETAIL IS LOCATED ON SHEET C104.
B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: SEE TEMPORARY SEEDING SCHEDULE AND NOTES ON DETAIL LOCATED ON SHEET
C104, TOP MIDDLE OF PAGE. ALSO LOCATED ON SHEET C103 IS A SEASONAL SOIL PROTECTION CHART FOR CONTRACTOR GUIDELINES ON SOIL STABILIZATION
METHODS.
B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: NO CONCENTRATED FLOWS LEAVE THE SITE. ALL CONCENTRATED FLOWS ARE
DIRECTED TO THE PROPOSED INLETS WHERE INLET PROTECTION WILL BE PLACED TO CAPTURE SEDIMENT.
B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: DURING CONSTRUCTION, SILT FENCE WILL CONTROL SEDIMENT RUNOFF AT THE SOUTHERN
AND EASTERN LIMITS OF THE PROJECT.
B6 - RUN-OFF CONTROL MEASURES: SILT FENCE AND INLET PROTECTIONS WILL PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. RIPRAP AND
EROSION CONTROL BLANKET AS SPECIFIED ON SHEET C101 MUST BE INSTALLED AFTER FINAL GRADING AND STRUCTURE INSTALLATION.
B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS: THE POND AND BYPASS PIPE OUTLET TO N. COLLEGE AVE. ROW. RIPRAP AND
EROSION CONTROL BLANKET AS SPECIFIED ON SHEET C101 MUST BE INSTALLED AFTER FINAL GRADING AND STRUCTURE INSTALLATION.
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 OIL
CONTAINMENT 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 OF
CONTAINMENT 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 QUALITY
MEASURES WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. REPAIR/REPLACE ANY COMPROMISED OR FAILED MEASURE AS REQUIRED. MORE
SPECIFIC GUIDELINES ARE INCLUDED ON INDIVIDUAL DETAILS AND BELOW.
B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LAND
DISTURBANCE:
1.A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS
REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
2.CONSTRUCTION ENTRANCE - INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON SHEET C101. SEE SHEET 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 PROTECTION
6.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 PAVEMENT ACCORDING TO DETAILS PROVIDED ON SHEET C201.
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: NOT
APPLICABLE.
B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1: POTENTIAL POLLUTANTS FROM
CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED
OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP
SHOULD OCCUR; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE
CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL
BACTERIA 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 TO
MANAGE WASTES OR UNUSED BUILDING MATERIALS INCLUDING, BUT NOT LIMITED TO GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, CONCRETE OR
CEMENTITIOUS WASHOUT WATER, MORTAR/MASONRY PRODUCTS, SOIL STABILIZERS, LIME STABILIZATION MATERIALS, AND OTHER SUBSTANCES. WASTES AND
UNUSED 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 BE
IMPLEMENTED 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 CONTAINMENT
AREAS 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-CONSTRUCTION
ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD
WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO
REDUCE 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 PIPE
SYSTEM INTO THE 1st WATER QUALITY BMP, PROVIDED BY THE HYDRO-INTERNATIONAL FIRST DEFENSE, 5FT. THE STORM WATER IS THEN DISPERSED INTO THE
2nd BMP PROVIDED BY THE DRY POND WITH NATIVE VEGETATION, THEN RELEASED FROM THE SITE BY A CYLINDRICAL MANHOLE USED AS A CONTROL
STRUCTURE. THE INFORMATION FOR THESE PRODUCTS ARE BETTER DEFINED IN THE C600 SERIES PLANS AND DETAILS. ADDITIONAL WATER QUALITY
MEASURES WILL BE IMPLEMENTED BY THE SITE OWNER AS PART OF THEIR SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN.
C3 - PLAN DETAILS FOR EACH STORMWATER MEASURES: SEE SHEET C105 FOR THE SEEDING MIX TO BE USED IN THE DRY POND BMP. SEE SHEET C608 FOR THE
DETAIL OF THE PROPOSED WATER QUALITY BMP AND ASSOCIATED BYPASS STRUCTURES AND OUTLET CONTROL.
C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION: THE WATER QUALITY BMP FIRST DEFENSE WILL BE INSTALLED DURING THE STORM
SEWER INSTALLING OF THE PROJECT. SEE SEQUENCE DESCRIBED ABOVE. AFTER FINAL GRADING, RIPRAP, EROSION CONTROL BLANKET WILL BE INSTALLED
TO MAINTAIN GRADES WHILE THE NATIVE VEGETATION 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 SITE
OWNER, ROSIE'S GARDENS, WILL BE RESPONSIBLE FOR ONGOING OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES.
W
S
N
E C103 SWPPP SPECS - ROSIES GARDENSC103STORMWATER POLLUTION PREVENTION PLAN SPECSW22.0156SSRW22.015604/06/2023EACSSRROSIE'S GARDENS10402 N. College Avenue, Carmel, IN 46280SOILS TYPE LEGEND
YbvA BROOKSTON SILTY CLAY LOAM-URBAN LAND COMPLEX
0-2 PERCENT SLOPES
DEPTH TO RESTRICTIVE FEATURE: MORE THAN 80 INCHES
DRAINAGE CLASS: POORLY DRAINED
CAPACITY OF THE MOST LIMITING LAYER TO TRANSMIT WATER (KSAT): MODERATELY
HIGH, 0.20 TO 0.60 IN/HR
DEPTH TO WATER TABLE: ABOUT 0 TO 12 INCHES
FREQUENCY OF FLOODING: NONE
FREQUENCY OF PONDING: FREQUENT
AVAILABLE WATER SUPPLY: MODERATE (ABOUT 8.9 INCHES)
YclA CROSBY SILT LOAM,FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX
0 TO 2 PERCENT SLOPES
DEPTH TO RESTRICTIVE FEATURE: 24 TO 40 INCHES TO DENSIC MATERIAL
DRAINAGE CLASS: SOMEWHAT POORLY DRAINED
CAPACITY OF THE MOST LIMITING LAYER TO TRANSMIT WATER (KSAT): LOW TO
MODERATELY HIGH, 0.01 TO 0.20 IN/HR
DEPTH TO WATER TABLE: ABOUT 6 TO 24 INCHES
FREQUENCY OF FLOODING: NONE
FREQUENCY OF PONDING: NONE
AVAILABLE WATER SUPPLY: MODERATE (ABOUT 6.5 INCHES)
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5 4 3 2 Part of the NE/4 of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
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fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISIONS PER SECOND ROUND OF COMMENTS 08.21.2023SMB1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER14528 S. Outer 40 Road, Suite 444Chesterfield, Missouri 63017weihe.netBuild with confidence.SMENGINEERS314 | 343 - 2211800 | 452 - 6408WEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279
N Pennsylvania StN College Ave