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W160485 FINAL CONSRUCTION PLANS 03-07-2017CONSTRUCTION PLANS FOR CARMEL SEVENTH-DAY ADVENTIST CHURCH PARKING LOT EXPANSION, PHASE 2 14445 CAREY ROAD CARMEL, IN 46033 C001TITLE SHEETw160485-C001 titleNO SCALE PROJECT LOCATION PROJECT LOCATION LOCATION MAPAREA MAP BENCHMARK INFORMATION LAND DESCRIPTION PLANS PREPARED FOR CARMEL HOPE FELLOWSHIP CHURCH 14535 CAREY ROAD CARMEL, IN 46033 TELEPHONE: (317) 750-1674 CONTACT PERSON: SUSIE DEHART EMAIL: SUSIEQ201@SBCGLOBAL.NET 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6.IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C 0226 G DATED NOVEMBER 19, 2014. 13.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; ZIONSVILLE, INDIANA, NATIONAL WETLANDS INVENTORY MAP ONLINE VIEWER, VIEWED 2016. GENERAL NOTES CITY OF CARMEL STANDARD NOTES 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT 2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. DESIGN DATA EXISTING ZONING R-1 ZONING OVERLAY N/A TOTAL ACREAGE 0.534 ACRES NET ACREAGE 0.534 ACRES BUILDING COVER RATIO N/A BUILDING SQUARE FOOTAGE N/A IMPERVIOUS COVER RATIO 66.5% W S N E CITY OF CARMEL PLANNING ONE CIVIC SQUARE CARMEL, IN 46032 ANGIE CONN / ALEXIA LOPEZ TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 JOHN THOMAS / ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 JIM BLANCHARD TEL: 317/571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON TEL: 317/571-2600 CARMEL CITY UTILITIES 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2648 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 TEL: 317/776-8495 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET NOBLESVILLE, INDIANA 46060 TEL: 317/773-7770 HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DR. SUITE A NOBLESVILLE, INDIANA 46060 JASON LEMASTER TEL: 317/776-8500 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280-1098 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 SOUTH MILL CREEK RD. NOBLESVILLE, INDIANA 46060 TEL: 317/776-5352 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 VECTREN GAS P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 TEL: 317/776-5573 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 TEL: 317/252-5168 OPERATING AUTHORITIES PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: SCOTT RUCKER, P.E. EMAIL: RUCKERS@WEIHE.NET REVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 146TH ST. E. SMOKEY ROW RD.U.S. 31MERIDIAN ST.CAREY RD.KEYSTONE PKWY.I-46 5 I-6996TH ST. 146TH ST. 151ST ST.CAREY RD.GRAY RD.PART OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLWOS, TO-WIT: BEGIN AT A POINT IN THE WEST LINE OF SAID QUARTER SECTION, 505 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; RUN THENCE SOUTH UPPON AND ALONG THE WEST LINE, 150 FEET TO A POINT; THENCE RUN EAST AND PARALLEL TO THE NORTH LINE OF SAID QUARTER SECTION, 200 FEET TO A POINT; RUN THENCE NORTH AND PARALLEL TO THE WEST LINE AFORESAID, 150 FEET TO A POINT; RUN THENCE WEST AND PARALLEL TO THE NORTH LINE AFROESAID, 200 FEET TO THE PLACE OF BEGINNING. HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID12A (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET TBM #3195 CUT "X" FOUND ON MANHOLE ELEV= 846.41 RM 138-4 CROSS FILED IN LEFTMOST RIVET ON LEFT UPSTREAM END OF GUARDRAIL LOCATD ON EAST 146TH STREET BRIDGEOVER COOL CREEK ELEV = 821.97 Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C100 SWPPP PLAN PHASES 1 AND 2 C101 SWPPP SPECIFICATIONS C102 SWPPP DETAILS C103 SWPPP DETAILS C200 SITE PLAN C201 SITE DETAILS C300 GRADING PLAN C301 UNDERGROUND DETENTION DETAILS C302 UNDERGROUND DETENTION DETAILS C900 PROJECT SPECIFICATIONS C901 PROJECT SPECIFICATIONS FINAL CONSTRUCTION E E E E DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF1 2 3 4 44 4 5 5 5 6 7 7 8 8 8 8 9 9 8 8 SFSFSF4 4 SD E E E E DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSD C100SWPPP PLAN PHASES 1 AND 2w160485-C100 swppp1GENERAL NOTES 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION OF THE NEW WORK. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND/OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE. 9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. EXISTING AREAS TOTAL SITE = 0.53 AC. DISTURBED = 0.43 AC. PERVIOUS = 0.40 AC. IMPERVIOUS = 0.13 AC. SWPPP PHASE 1 LEGEND SD IP SF D EROSION CONTROL NOTES 1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. 4.THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 5. THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES EROSION CONTROL SPECIFICATIONS 1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11.PORTABLE TOILETS MUST BE ANCHORED. WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC SITE PREPARATION / SWPPP PHASE 1 NOTES INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C102 INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C102 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C102 REMOVE EXISTING TREE(S) AND VEGETATION STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. DEMOLISH AND REMOVE EXISTING BUILDING SAWCUT AND REMOVE EXISTING PAVEMENT REMOVE / ABANDON EXISTING UTILITY 1 2 3 4 5 6 7 LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A)FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFOFO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER LAND DESCRIPTION REVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2W S N E STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 PART OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLWOS, TO-WIT: BEGIN AT A POINT IN THE WEST LINE OF SAID QUARTER SECTION, 505 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; RUN THENCE SOUTH UPPON AND ALONG THE WEST LINE, 150 FEET TO A POINT; THENCE RUN EAST AND PARALLEL TO THE NORTH LINE OF SAID QUARTER SECTION, 200 FEET TO A POINT; RUN THENCE NORTH AND PARALLEL TO THE WEST LINE AFORESAID, 150 FEET TO A POINT; RUN THENCE WEST AND PARALLEL TO THE NORTH LINE AFROESAID, 200 FEET TO THE PLACE OF BEGINNING. HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID12A (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET TBM #3195 CUT "X" FOUND ON MANHOLE ELEV= 846.41 RM 138-4 CROSS FILED IN LEFTMOST RIVET ON LEFT UPSTREAM END OF GUARDRAIL LOCATD ON EAST 146TH STREET BRIDGEOVER COOL CREEK ELEV = 821.97 BENCHMARK INFORMATION - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - CONSTRUCTION ENTRANCE - STAGING AREA - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES (PAVEMENT AREA) OR MULCH SOCK AS SHOWN. CONTRACTOR TO ADD ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND SITE CONDITIONS DICTATE - CONCRETE WASHOUT - PERMANENT SEEDING - SILT FENCE - LIMITS OF DISTURBANCE 8 SWPPP PHASE 1 SWPPP PHASE 2 9 IP IP IP UNDERGROUND DETENTION WATER QUALITY RAIN GARDEN VEGETATED SWALE COIR LOG CHECK DAM - EROSION CONTROL BLANKET RAIN GARDEN SIGN RAIN GARDEN SIGN SCOUR PROTECTION 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) C101SWPPP SPECIFICATIONSw160485-C102 swppp specSEASONAL SOIL PROTECTION CHART 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.REVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 SOIL TYPE FOR SITE: MmB2 MIAMI SILT LOAM 2 - 6 PERCENT SLOPES, ERODED. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK-SWELL POTENTIAL, AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL. NO SCALEPROJECT LOCATIONAREA MAP W S N E 146TH ST. E. SMOKEY ROW RD.U.S. 31MERIDIAN ST.CAREY RD.KEYSTONE PKWY.I-46 5 I-6996TH ST. SECTION 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 SWPPP FOR CONSTRUCTION SITES 1 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090030 2 IDENTIFICATION OF ALL RECEIVING WATERS - COOL CREEK-GRASSY BRANCH / LITTLE COOL CREEK 3 PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10 PRE 0.39 CFS, Q10 POST 0.30 CFS 4 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C101. STORMWATER WILL BE CHANNELED INTO ENCLOSED STORM SEWERS, WHERE IT WILL THEN PASS THROUGH A WATER QUALITY STRUCTURE BEFORE ONSITE DRY DETENTION. WATER LEAVES THE SITE THROUGH AN OUTLET CONTROL STRUCTURE. 5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - RAIN GRADENS 6 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - THIS SHEET 7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - 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. 8 TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES - A. LOCATION - SEE SHEET C101. WATER QUALITY SHALL BE PROVIDED BY FLAT BOTTOMED DRY DETENTION CHANNEL LINED WITH STONE, LEVEL SPREADERS, ETC. B. DIMENSION - SEE SHEET C105 FOR WATER QUALITY DETAILS AND C103 - C105 FOR TEMPORARY INLET PROTECTION C. DETAILED SPECIFICATIONS - SEE SHEETS C100 - C102 D. CONSTRUCTION DETAILS - SEE SHEETS C100 - C102 E. MONITOR AND MAINTENANCE GUIDELINES - SEE O&M MANUAL AND THIS SHEET. NOTE: AS REQUIRED IN "RULE 5," SELF-MONITORING INSPECTIONS TO BE COMPLETED AT A MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS OR THE NEXT BUSINESS DAY OF 1 2" RAIN OR GREATER BY A QUALIFIED INSPECTOR. INSPECTIONS MUST BE RETAINED FOR RECORDS THROUGHOUT THE LIFE OF THE PROJECT AND PROVIDED WITHIN 48 HOURS OF A REQUEST FROM A REGULATING AUTHORITY. 9 GENERAL CONSTRUCTION SEQUENCE - SEE CONSTRUCTION SEQUENCE THIS SHEET. 10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREAS -N/A. 11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART ON THIS SHEET. 12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT - N/A. 13 MATERIAL HANDLING AND SPILL PREVENTION PLAN THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2-6-1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH-OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEK. FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON-SITE. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON-PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. EMERGENCY RESPONSE NUMBERS: RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 CARMEL FIRE DEPARTMENT: (317) 571-2600 CARMEL POLICE DEPARTMENT: (317) 571-2500 INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477-8773 IDEM SPILL RESPONSE CENTER: (317) 233-7745 NATIONAL RESPONSE CENTER (800)-424-8802 CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. 14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION FOR THE PROJECT SITE SEE THIS SHEET FOR INFORMATION 15 CURRENT REVISION DATE ON ALL SHEETS SEE TITLE BLOCK SWPPP FOR POST CONSTRUCTION 1 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; THERE IS A POTENTIAL FOR FUELS, 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. 2 POST-CONSTRUCTION STORMWATER QUALITY MEASURES - INLET PROTECTION (2), FLOATABLE CONTROL STRUCTURE, UNDERGROUND DETENTION, VEGETATED SWALE (2), RAIN GARDENS. A. LOCATION - SEE SHEET C300. B. DIMENSIONS - SEE SHEETS C100-C102 C. SIZING CALCULATIONS - SEE DRAINAGE REPORT D. DETAILED SPECIFICATIONS - SEE SHEETS C100-C102 E. CONSTRUCTION DETAILS - SEE SHEETS C100-C102 3 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION-SEE CONSTRUCTION SEQUENCE THIS SHEET. 4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C100. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES- SEE ATTACHED O&M. THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT, DETENTION EXPANSION, AND ENCLOSED STORM SEWERS. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW. NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS. CONSTRUCTION SEQUENCE: a.PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 1.A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL ENGINEERING DEPARTMENT (317)-571-2441 MUST BE HELD BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN. 2.SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. 3.SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. SAID SIGNS SHALL BE PLACED AT DRIVE ENTRANCE OFF OF CAREY ROAD. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE REPORTS. A PRE-CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. b.AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND SEDIMENT. c.PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES WHERE INDICATED. d.INSTALL TEMPORARY INLET PROTECTION ON EXISTING INLETS AS SHOWN ON PLANS. INSTALL TEMPORARY SEDIMENT BASIN IN LOCATION OF SPILL CONTAINMENT POND e.DEMOLITION - REMOVE TOPSOIL AND STORE ONSITE AS SHOWN ON SHEET C100. f.ROUGH GRADE SITE, IF LEFT UNDISTURBED FOR MORE THAN 15 DAYS, TEMPORARY SEED PER DETAIL ON SHEET C105. g.STORM SEWER - STORM PIPES, AND UNDERDRAINS SHALL BE CONSTRUCTED. INSTALL WATER QUALITY FEATURES. h.PAVEMENT - INSTALLATION OF ASPHALT LAYERS TO BE PUT IN PLACE. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. i.FINISH GRADING - FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AND SILT FENCE IN SWALES. RIP-RAP TO BE INSTALLED AND/OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN. j.CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLETS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. k.FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. l.PERMANENT SEED ALL AREAS OF DISTURBANCE. APPROXIMATE LOCATION: LAT: 39°59'55"N LONG: 86°06'29"W SEDIMENTATION/SILT FENCE MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST ONE FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE SILT FENCE POST TO JOIN TO ENDS OF TWO FENCES. EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH 8"X4" TRENCH TO BE BACKFILLED AND COMPACTED WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 6' MAX. SPACING EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GUAGE (MIN)-6" MESH REQ'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO POSTS WITH 2" LATH 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST TWO FULL TURNS TO PROVIDE A SECURE CONNECTION INSTALLATION 1.REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2.GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. 3.INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4.IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5.PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6.TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.53). 7.WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE _ INSPECT DAILY. _ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. _ TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED. _ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. _ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL. WIDTH: (A) - 12' MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT DRIVE, WHICHEVER IS GREATER. WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) 10 MIL. PLASTIC LINING STRAW BALE (TYP) SECTION LINE STRAW BALE (TYP) BINDING WIRE WOOD OR METAL STAKES (TYP) - 2 PER BALENATIVE MATERIAL (OPTIONAL) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES (NO SCALE)TYPE "ABOVE GRADE W/ STRAW BALES"4"WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES CONCRETE WASHOUT WOOD POST 3"x3"x8' BLACK LETTER 6" HEIGHT 3/8" TREATED PLYWOOD 48"x24" PAINTED WHITE 0.5" LAG SCREWS INSTALLATION 1.UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. 2.DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 3.A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4.INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. 5.PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. 6.PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). 7.INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8.POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9.WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. 10.USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG®II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG®II. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. DROP INLET CURB PROTECTION DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DANDY BAG®II LIFT STRAPS GRATE INSTALLATION AND MAINTENANCE GUIDELINES DANDY BAG C102SWPPP DETAILSw160485-C103 swppp det3'3'PLAN 1.ACTUAL LAYOUT DETERMINED IN FIELD. 2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. SECTION CONCRETE WASHOUT8"8"8"X4" TRENCH TO BE BACKFILLED AND COMPACTED POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. LOAD SLOPE LESS THAN 2% 2 TO 5% 5 TO 10% 10 TO 20% MORE THAN 20% MAX. DISTANCE ABOVE FENCE 100 FT. 75 FT. 50 FT. 25 FT. 15 FT. TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD WITHOUT WIRE SUPPORT WITH WIRE SUPPORT SMALL SITES - LESS THAN TWO ACRES (NO SCALE) GEOTEXTILE FABRIC UNDERLINER #2 STONE AGGREGATE PUBLI C R O A D #53 S T O N E A G G R E G A T E ( O P T I O N A L ) 2"-3"(MIN.) (OPTIONAL) 50' (MI N . ) (NO SCALE)DETAIL PROVIDED BY DANDY BAG (NO SCALE) FLOW FINISH GRADE UNDISTURBED GROUND FLOW FINISH GRADE UNDISTURBED GROUND 6" (MIN.) NOTES: 1.THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 3.CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. 4.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 5.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. SWPPP INFORMATION SIGN COPY OF NOI COPY OF IDEM NOTICE OF SUFFICIENCY SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL.3" MIN.3" MIN.COPY OF DRAINAGE APPROVAL LETTER COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE (NO SCALE) ALTERNATE CONTRACTOR MAY USE A 10 MIL. POLYETHYLENE LINED DUMPSTER FOR CONCRETE WASHOUT. SHEET 1 OF 1 DRAWN CHECKED QA MFG APPROVED DWG NOSIZE SCALE REV REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC LIFT HANDLES STAINLESS STEEL CLAMPING BAND REAR CURB GUARD FLAP WITH MAGNETIC TIE-DOWNS ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC DISTRIBUTED BY ADS WWW.INLETFILTERS.COM (866) 287-8655 PH (630) 355-3477 FX INFO@INLETFILTERS.COM INSTALLATION: 1. 2. REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE 3.REPLACE GRATE STANDARD 2" OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM IPP MAINTENANCE 1.INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING FOR FAILURE. 2.ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL PROPERLY CLEANED OUT. 3.PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT. 4.REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. 5.IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. 6.WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.REVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 NOTES 1.AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES: 1.A.SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE 1.B.WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 2.A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED INSTALLATION 1.GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2.ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2.APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3.TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1.SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2.APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3.MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE 1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. 2.CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. 3.CHECK FOR EROSION OR MOVEMENT OF MULCH. 4.REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. 5.IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. 6.IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) 7.IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. 8.ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. 9.FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL LAWNS AND HIGH-MAINTENANCE AREAS 1. BLUEGRASS 2. PERENNIAL RYEGRASS (TURF TYPE) 3. TALL FESCUE (TURF TYPE) - BLUEGRASS 170 LBS. 30 LBS. CHANNELS AND AREAS OF CONCENTRATED FLOW 1. PERENNIAL RYEGRASS - WHITE 2. KENTUCKY BLUEGRASS - SMOOTH BROMEGRASS - SWITCHGRASS - TIMOTHY - PERENNIAL RYEGRASS - WHITE CLOVER 20 LBS. 10 LBS. 3 LBS. 4 LBS. 10 LBS. 2 LBS. 3. TALL FESCUE - WHITE CLOVER 150 LBS. 2 LBS. 4. TALL FESCUE - PERENNIAL RYEGRASS - KENTUCKY BLUEGRASS 5.5 TO 7.5 140 LBS.5.5 TO 7.0 60 LBS. 90 LBS.5.6 TO 7.0 5.6 TO 7.5 150 LBS. 2 LBS.5.5 TO 7.0 5.5 TO 7.5 5.5 TO 7.5 150 LBS. 20 LBS. 20 LBS. PERMANENT SEED SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH C103SWPPP DETAILSw160485-C103 swppp detREVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 RAIN GARDEN PLANT LIST - PHASE 1 AND 2 COIR LOG (FIBER ROLL) 2"x2"x36" HARDWOOD STAKES (TYP.) @ 10.0' O.C. 12" MIN. DEEP FROM GRADE 12" FILTREXX SILTSOXX PER MANUFACTURER'S SPECIFICATIONS OR APPROVED EQUAL EXISTING GRADE VEGETATIVE SWALE WITH SUB-SURFACE DRAIN ALL SUBSURFACE DRAINS SHALL BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI-Q OR EQUIVALENT P1 P1 P1 P1 P1 P2 P2 H1 H1H1 H1 H2 H2 H2 H2 H3H3 H3 S1 S1 S1 S1 S1 S2 7 7 7 7 10 H1H1 H1 C200SITE PLANw160485-C200 siteSITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. SITE DATA NEW PARKING PROVIDED: 38 - STANDARD SPACES 0 - ADA SPACES 38 - TOTAL SPACES SITE PLAN NOTES PAVEMENT CONCRETE PAVEMENT MATCH EXISTING PAVEMENT HARDSCAPE 6" STRAIGHT CURB MATCH EXISTING CURB CURB CUT OUT SIGNAGE & MARKINGS 4" PAINTED WHITE SOLID LINES (TYP) RE-STRIPE TO PROPOSED DIMENSION H1 H2 H3 S1 S2 P1 P2 ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX RIGHT OF WAY LINE FENCE GUARD RAIL BUILDING SETBACK LINE BOUNDARY LINE FIRE HYDRANT WATER MANHOLE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER BOLLARD SIGN DOWN SPOUT STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD) CONCRETE PAVEMENT ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION 12 PARKING COUNT PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES SECTION LINE REVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2W S N E STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 C201SITE DETAILSw160485-C201 site detCITY OF CARMEL UTILITY GENERAL NOTES: 1) The contractor shall contact all applicable utilities and verify and and all fees associated with the installation of all utilities. 2) Provide thrust blocks for all water line bends and tees, including tab connection. 3) Contractor shall coordinate with water company for domestic and fire service. Connect to building domestic and fire line. Coordinate with plumbing drawings. 4) Coordinate location of electrical and telephone lines with local utilities. 5) Coordinate location and size of gas service connection and installation of service line and meter with gas company. 6) Coordinate locations and connections of building storm lines with mechanical/plumbing drawings. 7) Verify existing invert and location of sanitary sewer. Adjust inverts as required. Document any changes. 8) Maintain 10' horizontal and 24" vertical clearance between storm/sanitary sewer systems and domestic/fire line service. 9) Follow all local and state codes in reference to domestic/fire line installation and storm sewer/sanitary sewer installation. 10) Coordinate location of required conduits for light poles, telephone service and irrigation system. 11) Coordinate utility conduits with service providers. 12) Sanitary sewer laterals, water service, & electrical/telephone conduits shall be B-borrow for structure backfill, meeting all current INDOT requirements. 13) There are to be no water valves or manholes placed within the pavement, curbs or sidewalks. 14) The developer shall verify the elevations of existing utilities and design plans accordingly. Existing infrastructure shall not be moved to accommodate new developments. CONCRETE PAVING SECTION 6" CURB2' CONCRETE CURB CUT OUT RAIN GARDEN SECTION DETAIL1'Bc TYPICAL BEDDING SECTION - PVC & HDPE4"GREATER THAN 5' (1) 1.25 Bc + 12" (MIN.)12" MIN.VARIES 1' MIN 2' MAX RAIN GARDEN SUBSURFACE DRAIN SECTION DETAIL 5'6"6" CURB2'REVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 E E E E DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D GENERAL GRADING NOTES 1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. 4.AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5.TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 8.MAXIMUM LAWN SLOPE IS 3:1. 9.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 13.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER. 18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. 22.POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8" IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. 23.ALL PROPOSED STORM SEWER FOR THIS PROJECT SHALL BE PRIVATE. EXISTING AREAS PERVIOUS = 0.40 AC. IMPERVIOUS = 0.13 AC. PROPOSED AREAS PERVIOUS = 0.18 AC. IMPERVIOUS = 0.35 AC. C300w160485-C300 gradRIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC TOP OF CASTING TC TOP OF CURB GUT GUTTER CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT GRADING PLAN LEGEND ABBREVIATIONS OTHER LINE TYPES EXISTING SPOT ELEVATION CURB & GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A)FO(A) UNDERGROUND FIBER OPTICFOFO EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSANSAN ROOF DRAINSTMSTM SUB SURFACE DRAIN CARMEL REQUIREMENTS 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-0F-WAY. 3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. GRADE BREAK LINE FLOW DIRECTION AND SLOPE GRADING PLANREVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2W S N E STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 WATER QUALITY SUMMARY PHASE I FULL BUILD OUT DRAINAGE SUMMARY - FULL BUILD OUT BENCHMARK INFORMATION LAND DESCRIPTION PART OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLWOS, TO-WIT: BEGIN AT A POINT IN THE WEST LINE OF SAID QUARTER SECTION, 505 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; RUN THENCE SOUTH UPPON AND ALONG THE WEST LINE, 150 FEET TO A POINT; THENCE RUN EAST AND PARALLEL TO THE NORTH LINE OF SAID QUARTER SECTION, 200 FEET TO A POINT; RUN THENCE NORTH AND PARALLEL TO THE WEST LINE AFORESAID, 150 FEET TO A POINT; RUN THENCE WEST AND PARALLEL TO THE NORTH LINE AFROESAID, 200 FEET TO THE PLACE OF BEGINNING. HORIZONTAL AND VERTICAL CONTROL: COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND) PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984) VERTICAL DATUM NAVD 88 ZONE: INDIANA EAST 1301 GEOID MODEL: GEOID12A (CONUS) COORDINATE UNITS US SURVEY FEET DISTANCE UNITS US SURVEY FEET HEIGHT UNITS US SURVEY FEET TBM #3195 CUT "X" FOUND ON MANHOLE ELEV= 846.41 RM 138-4 CROSS FILED IN LEFTMOST RIVET ON LEFT UPSTREAM END OF GUARDRAIL LOCATED ON EAST 146TH STREET BRIDGEOVER COOL CREEK ELEV = 821.97 ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX FIRE HYDRANT WATER MANHOLE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER DOWN SPOUT STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD) CONCRETE PAVEMENT PAVEMENT UTILITIES D D LIMITS OF DISTURBANCE C301UNDERGROUND DETENTION DETAILSw160485-C602 drainage detREVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 C302UNDERGROUND DETENTION DETAILSw160485-C602 drainage detREVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 C900PROJECT SPECIFICATIONSw160485-C900 SPECREVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017 C901PROJECT SPECIFICATIONSw160485-C900 SPECREVISIONS AND ISSUESPart of NW/4, Section 20, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW16.0485PREPARED FOR:14445 CAREY RD., CARMEL, IN 46033PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0485DATEBY11.18.2016SSRDATE:RLWKnow what's below. before you dig.Call R CARMEL SEVENTH-DAY ADVENTIST CHURCHPARKING LOT EXPANSION, PHASE 2PLANS SUBMITTED FOR REVIEW11.16.2016RLW1FINAL CONSTRUCTION DRAWINGSSSR2STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR CARMEL COMMENTS 12.21.2016RLW03.07.201703/07/2017