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ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A)
Al INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS
SEE SHEET C0.0
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A2 11 "X17" PLAT OF BUILDING LOT NUMBERS/BOUNDARIES AND ROADS
INCLUDED WITH SUBMITTAL
A3 NATURE AND PURPOSE OF PROJECT
COMMERCIAL OFFICE /RETAIL
A4 PROJECT SITE VICINITY MAP
SEE SHEET C0.0
A5 LEGAL DESCRIPTION OF PROJECT SITE
LATTITUDE /LONGITUDE(WGS84 /NAD 83): 39.9532012' N 86.158717' W
A6 LOTS AND PROPOSED SITE IMPROVEMENTS
SEE SITE PLAN SHEET C2.0
A7 HYDROLOGIC UNIT CODE (14 DIGIT)
HYDROLOGIC UNIT CODE: 05120201090040 & 05120201090060
A8 STATE OR FEDERAL WATER QUALITY PERMITS
CONSTRUCTION IN A FLOODWAY (IDNR): N/A
401 WATER QUALITY CERTIFICATION (IDEM): N/A
SECTION 404 PERMIT (USACOE): N/A
A9 POINTS OF STORMWATER DISCHARGE FROM SITE
STORM WATER WILL DRAIN TO AN EXISTING DETENTION POND
LOCATED NORTH OF THE SITE AND PREVIOUSLY MASTER PLANNED
FOR THE AREA.
A10 ADJACENT WETLANDS, LAKES AND WATER COURSES
NONE KNOWN
All RECEIVING WATERS
WHITE RIVER
Al2 POTENTIAL DISCHARGES TO GROUND WATER
NONE KNOWN
A13 FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES
NOT LOCATED NEAR A FLOODPLAIN AREA.
A14 PRE - CONSTRUCTION /POST - CONSTRUCTION PEAK DISCHARGE
25 -YEAR, PRE - DEVELOPED PEAK DISCHARGE 6.30 CFS
25 -YEAR, POST- DEVELOPED PEAK DISCHARGE = 6.47 CFS
A15 ADJACENT LAND USE
NORTH - COMMERCIAL OFFICE
SOUTH - COMMERCIAL OFFICE
EAST - COMMERCIAL OFFICE
WEST - COMMERCIAL OFFICE
A16 CONSTRUCTION LIMITS
SEE EROSION CONTROL PLAN SHEET C4.0
A17 EXISTING VEGETATIVE COVER
THE SITE IS CURRENTLY A DEVELOPED COMMERCIAL BUILDING.
A18 SOILS MAP AND SOIL DESCRIPTIONS
EXISTING SOIL TYPES & DESCRIPTION
CrA: Crosby Silt Loam
Br: Brookston Silty Clay Loam
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A19 PROPOSED STORMWATER SYSTEMS
SEE GRADING PLAN SHEET C3.0 FOR MEASURES, LOCATIONS AND DETAILS
A20 OFF -SITE CONSTRUCTION ACTIVITIES
THE STORMWATER DRAINAGE WILL DRAIN TO AN EXISTING STORM WATER
DENENTION POND PREVIOUSLY MASTER PLANNED FOR THE SITE.
A21 PROPOSED SOIL STOCKPILES
SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATION(S)
A22 SITE TOPOGRAPHY
SEE GRADING PLAN SHEET C1.0
A23 FINAL SITE TOPOGRAPHY
SEE GRADING PLAN SHEET C3.0
EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B
B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH
CONSTRUCTION ACTIVITIES
THE MATERIALS AND SUBSTANCES LISTED BELOW ARE EXPECTED ON -SITE
• PAINTS, THINNERS AND SOLVENTS
ENSURE THAT CONTAINERS HAVE LIDS SO THAT THEY CAN BE COVERED
BEFORE PERIODS OF RAIN, AND KEEP CONTAINERS IN DRY, COVERED AREA
WHENEVER POSSIBLE.
• BATTERIES
STORE ONSITE IN DRY COVERED AREA AND DISPOSE OF PER MANUFACTURER'S
RECOMMENDATIONS IN CONJUNCTION WITH STATE, LOCAL AND FEDERAL
REGULATIONS
• AEROSOL SPRAY PRODUCTS
STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL,
COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY.
• ADHESIVES
STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL,
COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY.
• BIOLOGICAL SOLID WASTE
TRAP IN CONTAINERS, CLEANED REGULARLY, AND DISPOSED OF ACCORDING TO
LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC
AGENCY. SCHEDULE WASTE COLLECTION MORE FREQUENTLY TO PREVENT
CONTAINERS FROM OVERFILLING. UNTREATED, RAW SEWAGE OR SEPTAGE
SHOULD NEVER BE DISCHARGED OR BURIED ONSITE.
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B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
(continued from previous column)
• REGULATED PCB MATERIAL
STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL,
COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY.
• MOTOR OIL
STORE PETROLEUM PRODUCTS FOR VEHICLES IN COVERED AREAS WITH
LEAK -PROOF HEAVY DUTY PLASTIC LINER ON THE GROUND WITH DIKES IN
PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY
SPILLS WITH ABSORBENT MATERIALS. MOTOR OIL SHOULD BE CHANGED IN
A DESIGNATED AREA WITH A METAL CATCH PAN OF 4'X4'X8" MIN. AND
PROPERLY DISPOSED OF.
• ANTIFREEZE
STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL,
COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY.
• FUEL
STORE FUEL FOR VEHICLES IN COVERED AREAS WITH LEAK -PROOF HEAVY DUTY
PLASTIC ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS.
IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS.
• BRAKE FLUIDS
STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL,
COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY.
• HYDRAULIC FLUIDS
STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL,
COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY.
• RUBBLE - ASPHALT /CONCRETE
DISPOSE OF IN PROPER CONTAINERS AND RECYCLE PER LOCAL, COUNTY,
STATE AND FEDERAL REGULATIONS.
• LAND CLEARING DEBRIS
RECYCLE APPROPRIATELY IN APPROPRIATELY MARKED CONTAINERS AND SCHEDULE
REGULAR PICKUP BEFORE OVERFILLING OCCURS.
• WASTE
ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY
LIDDED APPROVED CONTAINER. ALL TRASH AND NON- RECYCLABLE MATERIALS
SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD
EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT THROW
TRASH ON GROUND OR BURY MATERIALS ON SITE.
• UNUSED BUILDING MATERIALS
ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY
LIDDED APPROVED CONTAINER. ALL RECYCLABLE MATERIALS SHALL BE
DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED
PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT BURY MATERIALS ON
SITE.
• CONCRETE TRUCK WASHOUT
CONCRETE WASHOUT AREAS SHOULD A BERMED, SELF CONTAINED AREA
APPROXIMATELY 10'X10'X3' IN PLACE TO CONTAIN THE CONCRETE, BUT
ALLOW THE WATER TO INFILTRATE THE GROUND. DRIED MATERIAL SHALL BE
REMOVED AND DISPOSED OF PROPERLY. THE CONCRETE WASHOUT AREA
SHALL BE LOCATED IN AN AREA WHERE FUTURE PAVEMENT WILL BE INSTALLED,
BUT AWAY FROM STORMWATER STRUCTURES AND WATER BODIES.
. FERTILIZERS /PESTICIDES /DETERGENTS
FERTILIZERS AND PESTICIDES WILL BE APPLIED ONLY IN THE MINIMUM
AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER
WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TIME TO STORM
WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY
PARTIALLY USED BAG OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE
PLASTIC BIN TO AVOID SPILLS. THE ORIGINAL LABEL AND SAFETY INFORMATION
WILL BE RETAINED. STORAGE AREAS SHALL BE BERMED TO CONTAIN SPILL
FROM RUNNING INTO GROUNDWATER OR STORM SYSTEM.
B2 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION
SEE ALSO CHART DETAIL 07 SHEET C4.1
INITIAL SETUP
UPON COMPLETION OF THE INITIAL SITE INSPECTION AND BEFORE ANY VEGETATION IS
REMOVED FROM THE SITE, THE EROSION CONTROL PLAN SHALL BE IMPLEMENTED.
THE PLAN SHALL BE CONTINUALLY MAINTENANCE AND UPDATED AS NEEDED.
ALL EROSION CONTROL PRACTICES WILL BE INSTALLED UNDER THE GUIDANCE
OF A PROFESSIONAL EXPERIENCED IN EROSION CONTROL. ALL OTHER
NON- ENGINEERED EROSION CONTROL MEASURES INVOLVING VEGETATION WILL
BE INSTALLED ACCORDING TO THE SPECIFICATIONS AND CRITERIA AS SET FORTH
IN THIS EROSION CONTROL PLAN.
EROSION CONTROL PRACTICES WILL BE IMPLEMENTED ON ALL DISTURBED AREAS
WITHIN THE PROJECT SITE AND MAINTAINED IN WORKING ORDER BY THE CONTRACTOR.
• FLAG OR DENOTE ALL CONSTRUCTION LIMITS.
• CALL FOR AN UNDERGROUND LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES.
• NOTIFY SWCD AGENT AND IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK.
• RETAIN EXISTING VEGETATION WHEREVER POSSIBLE.
• IDENTIFY AND PROTECT ALL EXISTING VEGETATION DESIGNATED TO REMAIN.
• INSTALL EROSION CONTROL MEASURES AND SILT FENCE.
• INSTALL CONSTRUCTION ENTRANCE AND PROVIDE TEMPORARY SEEDING.
• INSTALL SWALE AND UNDERDRAINS.
• INSTALL SEDIMENT TRAPS.
• INSTALL TEMPORARY SEEDING IN ALL PERMISSIBLE AREAS.
• COMPLETE ROUGH GRADING AND SEED APPROPRIATE AREAS.
• COORINATE BUILDING CONSTRUCTION WITH OTHER DEVELOPMENT ACTIVITIES SO
THAT ALL WORK CAN TAKE PLACE IN AN ORDERLY MANNER AND ON SCHEDULE.
• AFTER CONSTRUCTION AND FINAL GRADING, LANDSCAPE AND PERMANENTLY
STABILIZE ALL DISTURBED SITES, INCLUDING BORROW AND DISPOSAL AREAS.
ALSO REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES AND ANY
UNSTABLE SEDIMENT AROUND THEM, AND VEGETATE THOSE AREAS.
• POST A NOTICE OF THE PROJECT IN A PUBLICLY ACCESSIBLE LOCATION NEAR
THE PROJECT FIELD OFFICE. THE NOTICE WILL INCLUDE A COPY OF THE
COMPLETED N01 LETTER, THE NPDES PERMIT NUMBER, AND NAME, COMPANY
NAME, AND TELEPHONE NUMBER OF PROJECT CONTACT PERSON.
• INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS,
GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORS
WITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMS
AND CONDITIONS OF THE STORM WATER RULE 5, AND THE CONDITIONS AND
STANDARDS OF THIS EROSION CONTROL PLAN, SCHEDULE FOR
IMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN
REPORT.
CONSTRUCTION
• BEGIN TOPSOIL REMOVAL AND BUILDING DEMOLITION.
• ALL STOCKPILED TOPSOIL TO BE SALVAGED SHALL BE PERIMETER PROTECTED.
RUNOFF FROM STOCKPILES WILL BE FILTERED THROUGH SILT FENCES AND /OR
STRAW BALES AND THE SEDIMENT BASIN. STOCKPILES SHALL NOT INTERFERE
WITH NATURAL DRAINAGE. THE STOCKPILES SHALL BE REDISTRIBUTED
OVER THE SITE AND FINAL GRADED IMMEDIATELY PRIOR TO SEEDING.
• INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH MECHANISM AS REQUIRED.
• IMPLEMENT SELF - MONITORING PROGRAM.
• BEGIN SEEDING AND MULCHING PROGRAM.
• ALL AREAS WHICH CAN BE REGRADED TO A FINAL STATE SHALL BE
REVEGETATED WITH AN APPROVED SEED MIXTURE AND FERTILIZED AT THE
RATES INDICATED AS PER THE SEED CHART (DETAIL 05, SHEET C4.1).
B3 CONSTRUCTION ENTRANCE LOCATION
SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATION; SEE DETAIL SHEET C4.2
B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS
SILT FENCE, TEMPORARY AND PERMANENT SEEDING; SEE EROSION CONTROL PLAN
SHEET C4.0 FOR LOCATIONS; SEE DETAILS ON SHEET C4.2
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B5 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS
SEE EROSION CONTROL PLAN SHEET C4.0 AND DETAILS ON C4.2
B6 INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS
INLETS WILL BE PROTECTED WITH SAND BAG INLET PROTECTION.
B7 RUNOFF CONTROL MEASURES
SILT FENCE, SEEDING, AND SAND BAG INLET CONTROLS ARE PROPOSED.
B8 STORM WATER OUTLET PROTECTION SPECIFICATIONS
THE PROPOSED SITE WILL TIE INTO THE EXISTING STORM SYSTEM.
INLET PROTECTIONS ARE PROPOSED.
B9 GRADE STABILIZATION STRUCTURES
NONE NECESSARY
B10 CONSTRUCTION DETAILS FOR STORMWATER MEASURES
SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATIONS AND DETAIL SHEET C4.2
B11 TEMPORARY SURFACE STABILIZATION METHODS
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT
FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING
STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A
MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE
CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF
ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.
6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL
BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT,
AND AT LEAST ONCE A WEEK.
8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER
FABRIC.
9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT
ALLOWED ON -SITE.
10. SCHEDULE OF EARTHWORK ACTIVITIES:
a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE
KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED
SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE
THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR.
PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION
CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER
FINAL GRADING OR AS SOON AS POSSIBLE.
c) TEMPORARY SEEDING SHALL UTILIZE SEED SPECIES, APPLICATION RATES,
AND DATES SET FORTH IN THE CHARTS DETAIL 05 SHEET C4.1.
B12 PERMANENT SURFACE STABILIZATION METHODS
1. AT THE PROPER TIME, WITH APPROVAL FROM THE OWNER, AND ONLY AFTER NOTIFYING
THE SWCO AGENT, THE CONTRACTOR SHALL DISMANTLE THE REMAINING EROSION CONTROL
ELEMENTS ONLY AS REQUIRED TO FINISH ALL GRADING. CONTRACTOR SHALL NOTIFY THE
SWCD IN ADVANCE AND ARRANGE FOR THE LANDSCAPING CONTRACTOR TO FOLLOW UP
IMMEDIATELY WITH REVEGETATION OF THE REMAINING AREAS.
2. CONTRACTOR SHALL REMOVE ANY UNSUITABLE MATERIAL FROM THE SITE LEFT FROM THE
EROSION CONTROL MEASURES.
3. ANY BARE DISTRUBED AREAS WILL BE GRADED, SEEDED AND MULCHED OR OTHERWISE
REVEGETATED OR STABILIZED, AS PER THE EROSION CONTRL PLAN. PERMANENT SEEDING
WILL BE ACCORDING TO THE SEED SPECIES, RATES AND DATES SHOWN IN THE CHARTS
OF DETAIL 05 SHEET C4.1.
4. FINAL STABILIZATION WILL BE CONSIDERED ACHIEVED WHEN PERENNIAL VEGETATIVE COVER
HAS A DENSITY OF SEVENTY PERCENT VQ0..) ON ALL UNPAVED AREAS OR AN EQUIVALENT
PERMANENT STABILIZATION MEASURE HASS BEEN UTILIZED. IMPLEMENTATION AND
MAINTENANCE WILL BE ACCORDING TO SECTIONS C2 AND C5 BELOW.
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN
1. THE PROPER MANAGEMENT AND DISPOSAL OF WASTES SHOULD BE PRACTICED
ON SITE AT ALL TIMES TO REDUCE POLLUTION STORM WATER RUNOFF.
HAZARDOUS WASTE SHOULD ALWAYS BE DISPOSED OF THROUGHA DESIGNATED
HAZARDOUS WASTE MANAGEMENT OR RECYCLING FACILITY. HAZARDOUS WASTE
SHOULD NOT BE DISPOSED OF WITH ORDINARY GARBAGE, OR POURED INTO
THE SANITARY SEWER SYSTEM OR ONTO THE GROUND.
2. DESIGNATE A WASTE COLLECTION AREA ON -SITE THAT DOES NOT RECEIVE A
SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN
DIRECTLY INTO A WATER BODY.
3. KEEP PRODUCTS IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE- SEALABLE,
THEN ORIGINAL LABEL AND MATERIAL SAFETY DATA WILL BE RETAINED. IF A
PRODUCT DOES NOT HAVE ITS ORIGINAL LABEL, LABEL IT YOURSELF IF YOU
ARE SURE OF CONTENTS. MAKE SURE PRODUCTS ARE PROPERLY SEALED TO
PREVENT LEAKS AND SPILLS AND STORED IN A WEATHER PROOF SELF CONTAINED
AREA AWAY FROM HEAT, SPARKS AND FLAMES.
4. A PROGRAM FOR RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR
FROM THE PROJECT SITE SHALL BE ESTABLISHED. ALL RECYCLING CONTAINERS
WILL BE CLEARLY LABELED.
5. ALL CONSTRUCTION ACTIVITIES TO BE MONITORED AND MAINTAINED BY THE
CONTRACTOR. AS EACH NEW SUB - CONTRACTOR COMES ON -SITE, THE
CONTRACTOR WILL CONDUCT AND DOCUMENT A MEETING TO ENSURE
AWARENESS OF THE POLLUTANT PREVENTION PROGRAM. GUIDELINES FOR
PROPER HANDLING, STORAGE AND DISPOSAL OF CONSTRUCTION SITE WASTES
SHOULD BE POSTED IN STORAGE AND USE AREAS AND WORKERS SHOULD BE
TRAINED IN THESE PRACTICES TO ENSURE EVERYONE IS KNOWLEDGEABLE
ENOUGH TO PARTICIPATE.
6. IN AN EMERGENCY, THE CONTRACTOR WILL CALL 911. IN THE EVENT OF A SPILL
THAT POSES NO IMMEDIATE THREAT, THE CONTRACTOR WILL CONTACT THE LOCAL FIRE
DEPARTMENT AND/OR 2337745 EMERGENCY 24 RESPONDER
OF�j' D IDEM EMERGENCY
7. CLEAN UP SPILLS IMMEDIATELY. FOR HAZARDOUS MATERIALS FOLLOW CLEANUP
INSTRUCTIONS ON THE PACKAGE. USE ABSORBENT MATERIAL SUCH AS
SAWDUST OR KITTY UTTER TO CONTAIN THE SPILL. PROPER SAFETY MATERIALS
SHOULD BE STORED ON SITE IN CASE OF ACCIDENT OR SPILL WHICH SHOULD
INCLUDE BUT NOT LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES,
GOGGLES, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR
THAT PURPOSE. SPILL AREAS SHOULD BE WELL VENTILATED.
8. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA
CONTAINERS AND SCHEDULE MORE FREQUENT PICKUPS FOR RECYCLABLES AND
GARBAGE. COLLECT, REMOVE, AND DISPOSE OR ALL CONSTRUCTION SITE
WASTES AT AUTHORIZED DISPOSAL AREAS. CONTACT LOCAL ENVIRONMENTAL
AGENCY TO IDENTIFY DISPOSAL SITES OR AUTHORIZED CONTRACTORS.
9- CONSTRUCTION VEHICLES SHOULD BE INSPECTED FOR LEAKS DAILY AND
REPAIRED IMMEDIATELY IN A SELF CONTAINED AREA DESIGNATED FOR VEHICLE
MAINTENANCE AND REPAIR. THE VEHICLE MAINTENANCE AREA SHOULD BE
CONDUCTED ON AN AREA THAT IS TO BECOME FUTURE PAVEMENT. THIS AREA
WILL BE DESIGNED TO MINIMIZE CONTACT BETWEEN EQUIPMENT ACTIVITIES AND
RAINFALL OR RUNOFF. SPILLS MUST BE CLEANED UP AND MATERIALS
DISPOSED OF IMMEDIATELY.
10.CONTAINERS OR EQUIPMENT THAT MAY MALFUNCTION AND CAUSE LEAKS OR
SPILLS SHOULD BE IDENTIFIED THROUGH REGULAR INSPECTION AND STORAGE
OF USE AREAS. EQUIPMENT AND CONTAINERS SHOULD BE INSPECTED
REGULARLY FOR LEAKS, CORROSION, SUPPORT OR FOUNDATION FAILURE, OR
ANY OTHER SIGNS OF DETERIORATION AND SHOULD BE TESTED FOR
SOUNDNESS. ANY FOUND TO BE DEFECTIVE SHOULD BE REPAIRED OR
REPLACED IMMEDIATELY.
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314 MONITORING AND MAINTENANCE GUIDELINES
A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE:
• BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH 1/2 STORM EVENT; AND
• A MINIMUM OF ONE (1) TIME PER WEEK.
THE EVALUATION WILL:
• ADDRESS THE MAINTENANCE OF EXISTING EROSION CONTROL MEASURES TO
ENSURE PROPER FUNCTIONING; AND
• IDENTIFY ANY ADDITIONAL MEASURES NECESSARY TO MEET THE REQUIREMENTS OF
THE EROSION CONTROL PLAN.
WRITTEN EVALUATION REPORTS INCLUDE:
• THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION;
• THE DATE OF THE EVALUATION;
• PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND
• DETAILS OR CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED.
ALL WRITTEN EVALUATION REPORTS FOR THE PROJECT SITE WILL BE MAINTAINED BY
THE CONSTRUCTION SUPERINTENDENT THROUGHOUT THE TERM OF THE PROJECT
CONSTRUCTION AND MADE AVAILABLE TO THE SWCD OR OTHER INSPECTING AUTHORITY
WITHIN 48 HOURS OF A REQUEST.
MAINTENANCE OF SPECIFIC EROSION CONTROL MEASURES SHALL BE ACCORDING
TO THE FOLLOWING:
SEEDING OF DISTURBED AREAS
1. DISTURBED AREAS WILL BE SEEDED AND MULCHED FOR TEMPORARY OR PERMANENT
STABILIZATION AS PHASES OF THE PROJECT CONSTRUCTION ARE COMPLETED.
2. UN- VEGETATED AREAS SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15)
DAYS OR MORE WILL BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES
APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL.
3. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS
MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
SILT FENCE MAINTENANCE REQUIREMENTS:
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
STORM WATER BASIN MAINTENANCE REQUIREMENTS:
1. INSPECT THE STORM WATER BASIN AFTER EACH STORM EVENT. IMMEDIATELY
REPAIR ANY EROSION AND PIPING HOLES.
2. THE NECESSITY FOR SEDIMENT REMOVAL WILL BE DETERMINED AFTER EACH EVENT.
3. REPLACE /REPAIR OUTLET RIPRAP AS REQUIRED AFTER EACH EVENT.
4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS:
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY
EROSION BELOW THE BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET
COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY
AND MAINTAIN AS PER CHART UNDER SECTION C2 SHEET 4.3 FOR DRY SWALE.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS:
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM
EVENTS OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOP DRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
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1315 EROISION AND SEDIMENT CONTROL SPECIFICATIONS
FOR INDIVIDUAL BUILDING LOTS
THIS PROJECT ONLY CONTAINS ONE LOT
EROSION CONTROL PLAN
POST - CONSTRUCTION COMPONENT (Section C
Cl POTENTIAL POLLUTANT SOURCES FROM
PROPOSED LAND USE
THE GREATEST AMOUNT OF POST CONSTRUCTION POLLUTANTS
EXPECTED FROM THIS PROJECT WILL COME FROM THE
VEHICLES THAT UTILIZE THE SITE. POTENTIAL POLLUTANTS FROM
VEHICLES INCLUDE: GREASE, OIL, GASOLINE, DIESEL, ANTIFREEZE,
BRAKE FLUID, METALS, RUBBER FRAGMENTS AND OTHER
HYDROCARBONS. ALSO SAND AND GRAVEL FROM ROADWAY
SURFACES AND ROAD WEATHER TREATMENTS ARE ASSUMED.
BACTERIA AND OTHER BIOLOGICAL AGENTS FROM DUMPSTER
AREAS AND LITTERING ARE ALSO CONSIDERED POTENTIAL
POLLUTANTS.
FINAL LANDSCAPING AND SEEDING WILL BE DONE AFTER
FINAL GRADING.
WEEKLY PARKING LOT CLEANING AND DAILY LITTER CLEAN UP
WILL BE PERFORMED.
FERTILIZING WILL BE MINIMAL SINCE THERE IS VERY LITTLE TURF ON
THE SITE. THE EXTENSIVE LANDSCAPE PLANTINGS WERE CHOSEN FOR
THE LOW DEPENDENCY UPON FERTILIZERS AND PESTICIDES. THEY ALSO
REQUIRE VERY LITTLE IRRIGATION SO TO MINIMIZE THE
FERTILIZER AND PESTICIDE RUNOFF FROM THE SITE.
C2 SEQUENCE OF EROSION CONTROL MEASURES
IMPLEMENTATION
SEE 'EROSION CONTROL SCHEDULE' CHART BELOW.
C3 PROPOSED STORMWATER QUALITY MEASURES
THE PROPOSED SITE IS PART OF A PREVIOUSLY APPROVED STORM
WATER DETENTION SYSTEM FOR FIDELITY PLAZA.
C4 CONSTRUCTION DETAILS AND SPECIFICATIONS
SEE DETAIL SHEET C4.1
C5 MAINTENANCE GUIDELINES FOR STORMWATER MEASURES
SEE CHART BELOW.
ESTIMATED START: AUGUST 1, 2005
ESTIMATED COMPLETION OF SITE DEVELOPMENT: AUGUST 1, 2006
CONTACT PERSON:
AARON HURT
CIVIL DESIGNS, LLP
2415 DIRECTORS ROW, SUITE E
INDIANAPOLIS, INDIANA 46241
(317) 244 -1968
THE FOLLOWING ARE THE CONTACTS IN THE EVENT THAT A SPILL OCCURS.
CARMEL FIRE DEPARTMENT INDIANA DEPARTMENT OF ENVIRONMENTAL
2 CIVIC SQUARE MANAGEMENT
CARMEL, INDIANA 46032 100 SENATE AVENUE
(317) 571 -2600 INDIANAPOLIS, IN 46207 -7060
(317) 232 -8706
EROSION CONTROL SCHEDULE POST CONSTRUCTION
MEASURE
EROSION CONTROL SCHEDULE
SCHEDULE
EROSION CONTROL MEASURE
DETENTION /RETENTION BASINS
MAINTENANCE
REVISION RECORD
O
INSTALLATION SEQUENCE
STONE ENTRANCE
AS NEEDED
ORGINAL OPEN WATER SURFACE AREA OCCURS.
ANNUAL OR
0
PRIOR
TO CLEARING AND GRADING
SILT FENCE
WEEKLY, AFTER
STORM
EVENTS
AND
AS
NEEDED
PRIOR
TO CLEARING AND GRADING
EXISTING INLET PROTECTION
WEEKLY, AFTER
STORM
EVENTS
AND
AS
NEEDED
PRIOR
TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY, AFTER
STORM
EVENTS
AND
AS
NEEDED
PRIOR
TO CLEARING AND GRADING
TEMPORARY DIVERSIONS
WEEKLY, AFTER
STORM
EVENTS
AND
AS
NEEDED
ALONG
WITH ROUGH GRADING
TEMPORARY SEEDING
WATER AS NEEDED
W
AFTER
ROUGH GRADING
PERMANENT SEEDING
WATER AS NEEDED
STABILIZATION OF ERODED SIDE SLOPES AND BOTTOM
ANNUAL OR
DESIGN PHASE
CHANNELS,
AFTER
FINISH GRADING
EROSION CONTROL MATTING
WEEKLY, AFTER
STORM
EVENTS
AND
AS
NEEDED
AFTER
FINISH GRADING
STRAW BALES
WEEKLY, AFTER
STORM
EVENTS
AND
AS
NEEDED
AFTER
FINISH GRADING
INLET PROTECTION
WEEKLY, AFTER
STORM
EVENTS
AND
AS
NEEDED
AFTER
EACH INLET IS PLACED
PER MANUFACTURER'S
DURING STORM
RECOMMENDATION
SEWER INSTALLATION
PERMANENT SEEDING
WATERING ONCE ESTABLISHED & THROUGH DROUGHT TIMES
REMOVAL OF TREE PROTECTION
N/A
• MOWING AND LITTER DEBRIS REMOVAL
• STABILIZATION OF ERODED SLOPES
AFTER
PERMANENT SEEDING
REMOVAL OF STRAW BALES
N/A
AS NEEDED
• DETHATCHING AND REMOVAL OF THATCHING
AFTER
ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
N/A
• SEEDING /SODDING TO RESTORE GROUND COVER
5 -YEAR CYCLE
AFTER
ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
EROSION CONTROL MATS
• PER MANUFACTURER'S RECOMMENDATIONS
PER MANUFACTURER'S
RECOMMENDATION
AFTER FINAL GRADING
AFTER
ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
EROSION CONTROL SCHEDULE POST CONSTRUCTION
MEASURE
MAINTENANCE /MONITORING ACTIVITY
SCHEDULE
INSTALLATION. SEQUENCE
DETENTION /RETENTION BASINS
CLEANING AND REMOVAL OF DEBRIS
REVISION RECORD
O
• HARVEST VEGETATION WHEN 509E REDUCTION IN THE
O
DURING ROUGH GRADING
ORGINAL OPEN WATER SURFACE AREA OCCURS.
ANNUAL OR
0
• REPAIR OF EMBANKMENT AND SIDE SLOPES
AS NEEDED
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HYDRAULIC STRUCTURES
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PER MANUFACTURER'S
DURING STORM
RECOMMENDATION
SEWER INSTALLATION
PERMANENT SEEDING
WATERING ONCE ESTABLISHED & THROUGH DROUGHT TIMES
AFTER FINAL GRADING
• MOWING AND LITTER DEBRIS REMOVAL
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PER MANUFACTURER'S
RECOMMENDATION
AFTER FINAL GRADING
12
3
4
5
■
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317 - 244 -1968
FAX- 244 -1969
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( IN FEET )
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DATE: 3/18/2005
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317 - 244 -1968
FAX- 244 -1969
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PROJECT NUMBER
05 -110
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C4ml
SHEET OF