HomeMy WebLinkAboutC104 STORMWATER POLLUTION PREVENTION PLAN PHASE 2EC
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C104STORMWATER POLLUTION PREVENTION PLAN PHASE 2w193004-C103 swppp2REVISIONS AND ISSUESPart of Section 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, IndianaW19.3004PREPARED FOR:5140 E 96TH ST, INDIANAPOLIS, IN 46240PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JLKDESIGNED BY:DWG NAME:PROJECT NO.:W19.03004DATEBY05.15.2019FAPDATE:FAPKnow what's below.
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NOT FOR CONSTRUCTIONMARTIN MARIETTA MATERIALS, INC.ENGINEERS317 | 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.SMNORTH INDY OFFICE BUILDINGREVISED PER CARMEL TAC COMMENTS06.26.2019FAP1REVISED PER CARMEL TAC COMMENTS07.29.2019FAP2W
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HCBR 246: HAMILTON COUNTY GEODETIC CONTROL DISK SET ON THE NORTHWEST
CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE
OVER THE WHITE RIVER.
ELEV. - 745.66 (NGVD 29 DNR)
BENCHMARK INFORMATION
SITE TBM
TBM#1 IS A CUT '£' ON THE SE CORNER OF CONCRETE BASE NORTH OF IMI BATCH
PLANT. (SITE TBM HAS BEEN CONVERTED TO NAVD 88 DATUM)
ELEV. - 740.04 (NAVD 88)
LAND DESCRIPTION
THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 17 NORTH, RANGE
4 EAST OF THE SECOND PRINCIPAL MERIDIAN, IN CLAY TOWNSHIP,
HAMILTON COUNTY, INDIANA, AND CONTAINING 160 ACRES MORE OR
LESS.
SUBJECT TO THE RIGHT OF WAY FOR GRAY ROAD AND 96TH STREET
CONTAINING 6.70 ACRES MORE OR LESS.
ALSO, THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 9,
TOWNSHIP 17 NORTH, RANGE 4 EAST, IN CLAY TOWNSHIP, HAMILTON
COUNTY, INDIANA AND CONTAINING 80 ACRES, MORE OR LESS.
SUBJECT TO THE RIGHT OF WAY FOR GRAY ROAD AND 106TH STREET
CONTAINING 5.69 ACRES, MORE OR LESS.
EXCEPT THAT TRACT OF REAL ESTATE CONVEYED TO THE CITY OF
CARMEL, INDIANA AND AS DESCRIBED IN INSTRUMENT #2009027537,
BEING PART OF THE NORTH HALF OF THE WEST HALF OF THE
NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 17 NORTH, RANGE 4
EAST, IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA AND
CONTAINING 20 ACRES, MORE OR LESS.
SWPPP PHASE 2 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY
WITHIN CITY RIGHT-OF-WAY
- PERMANENT SEEDING
USE PLANTING CHART
- EROSION CONTROL BLANKET WITH PERMANENT SEEDING -
USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN
GREEN OR APPROVED EQUAL
- STONE STABILIZATION
- 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.
- CONCRETE WASHOUT
- SILT FENCE / COIR LOG
- INSTALL COIR LOGS (GRASS AREA) OR SILT DIKES
(PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD
ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND
SITE CONDITIONS DICTATE
- ROCK CHECK DAM
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- SITE DISCHARGE POINT
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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.
UTILIZE EXISTING PAVED ENTRANCE OFF GRAY ROAD AND EXISTING STONE HAUL
ROAD AS THE CONSTRUCTION ENTRANCE. IF TRACKING OCCURS ON GRAY ROAD,
CONTRACTOR SHALL BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE AS
SHOWN. REFER TO DETAIL SHEET C106.
SUGGESTED STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING
AREA, AND PORT-O-LET AS NEEDED. COORDINATE FINAL LOCATION WITH OWNER
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C106. CONTRACTOR
TO PROVIDE STABILIZED ACCESS (STONE) TO WASHOUT TO PREVENT TRACKING.
INSTALL SILT FENCE OR COIR LOG. REFER TO DETAILS ON SHEET C106
LIMITS OF PROPOSED BUILDING
WIRE BACKED SILT FENCE AREA DRAIN PROTECTION. REFER TO DETAIL SHEET
C107
REPLANT/REPLACE EVERGREEN YEWS (3-3'-4' DIA.) REMOVED WITH DEMOLITION
STONE STABILIZATION. COORDINATE WITH OWNER. MINIMUM 4"- #2 STONE
RECOMMENDED.
EXISTING WHEEL WASH TO REMAIN.
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UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
SECTION LINE
UNDERGROUND FIBER OPTIC
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
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CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
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
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.
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.
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
EXISTING AREAS