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S & A JOB NO.
SHEET NO.
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PROJECT NAME
POTTERS BRIDGE ESTATES
SITE NAME
The area scheduled for construction is known as "Swinley Forest" (hereinafter referred to as the "Project").
PROJECT LOCATION
The property is located as follows: South side of 116th Street and approximately 2,100 ft West of Westfield Boulevard.
OWNER'S INFORMATION
Mark Gradison
6330 East 75th Street, Suite 156
Indianapolis, Indiana 46250
Phone: (317) 506-1037
Contact Person: Mark Gradison
NOTICE OF INTENT
All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on-site construction activities.
Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage
is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party
meeting either of the following requirements:
a.The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications.
b.The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution
prevention plan for the site or other permit conditions.
CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A)
A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN:
C200 - C201 - Initial and Temporary Storm Water Pollution Prev. Plan
C202 - Permanent Storm Water Pollution Prev. Plan
C203 - C206 - Storm Water Pollution Prevention Plan Specs.
A2 - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS,
AND MAJOR ROADS:
See C001 - Cover Sheet for a vicinity map.
A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT:
This project includes the construction of 4 lots, 1 common area & 1 block, which consists of approximately 7.22 acres. Construction will include grading for
driveways and drainage infrastructure.
A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS:
Latitude is 39° 57' 22" N
Longitude is 86° 08' 05" W
A5 - LEGAL DESCRIPTION OF THE PROJECT SITE:
A part of the Northwest Quarter of the Northeast Quarter of Section 1, Township 17 North, Range 3 East of, Clay Township, Hamilton County, Indiana. See
See C001 - Cover Sheet for the full legal description.
A6 - 11 x 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:
See C001 - Cover Sheet.
A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS:
A portion of the Disturbance is located within a Special Flood Hazard Area (Zone AE). This information was obtained from Flood Insurance Rate Map
(FIRM) Panel 18057C0153G for Hamilton County, Indiana dated November 19, 2014.
See C001 - Cover Sheet for a FIRM map panel showing boundaries of the 100-year floodplains, floodway fringes, and floodways.
A8 - LAND USE OF ALL ADJACENT PROPERTIES:
North:Church
East:Residential
South:Residential
West: Residential
A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL:
None Available.
A10 - NAME(S) OF THE RECEIVING WATER(S):
The overall site outlets to AF Ingerman Ditch and ultimately Morse Reservoir.
A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S)
FOR WHICH IT IS IMPAIRED:
The overall site outlets to AF Ingerman Ditch which flows to Morse Reservoir. Currently, AF Ingerman Ditch is on a watershed management plan. It has
been tested positive for E. coli.
A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES:
See Sheet C001 - Cover Sheet and Sheet C204 - Storm Water Pollution Prevention Plan Specs. for soil map and predominate soil types (as obtained from the
NRCS Web Soil Survey).
A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE
PROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT):
Carmel Creek
A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED
FOR CONSTRUCTION ACTIVITIES:
IDEM Construction Stormwater General Permit.
A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS:
The existing site consists of mostly trees and grass.
A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS:
See Sheet C200-C201nitial and Temporary Stormwater Pollution Prevention Plan for existing site topography.
A17 - LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE:
See Sheet C200
A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE:
See Sheet C200
A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE:
See Sheet C200-C201 and Temporary Stormwater Pollution Prevention Plan for existing structure locations on the project site.
A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE
PURPOSE OF STORMWATER MANAGEMENT:
Based on the approved drainage Technical Information Report, there will not be any specific stormwater management controls for this overall development.
As developed this site will discharge less water than its landuse prior to development.
A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS,
SINKHOLES, OR KARST FEATURES:
There are no known locations where stormwater may be directly discharged into ground water on this site.
A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES:
Total project area (in acres): 7.22
A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES:
Total expected area of land disturbance (in acres): 1.50.
A24 - PROPOSED FINAL TOPOGRAPHY:
See Sheet C200 - C201 - Initial and Temporary Stormwater Pollution Prevention Plan for proposed site topography. Each lot will have it's own grading and
will be provided on each Lots individual SWPPP.
A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS:
C200 - C202 - Storm Water Pollution Prev. Plans for location(s) and approximate boundaries of disturbances.
A26 - LOCATIONS, SIZE, AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER,
AND CONVEYANCE CHANNELS:
See Sheet C200 - 201 - Initial and Temporary Stormwater Pollution Prevention Plan for location(s) of stormwater drainage systems.
A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE:
Sheet C201 - Temporary Storm Water Pollution Prev. Plan for location(s) where stormwater and non-stormwater discharges will leave the site.
A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION,
PROPOSED STRUCTURES, AND COMMON AREAS:
See Sheet C201 - Temporary Stormwater Pollution Prevention Plan for the location(s) of all proposed site improvements.
A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS:
There will be no soil stockpile areas for this project.
A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT:
N/A
A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM
CROSSINGS AND PUMP AROUNDS:
N/A
A32 - HYDROLOGIC UNIT CODE (HUC)
051202011006
A33 - PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE
Pre-construction 2-year discharge: 2.71 cfs Post-construction 2-year discharge: 0.60 cfs.
Pre-construction 10-year discharge: 6.33 cfs Post-construction 10-year discharge: 0.76 cfs.
Pre-construction 100-year discharge: 16.01 cfs Post-construction 100-year discharge: 1.47 cfs.
STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT (SECTION C)
C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE:
The proposed land use will consist of single-family residential houses. The pollutants and sources of each pollutant normally expected from these types of
land uses are listed below:
Pollutant Source:Passenger vehicles, delivery vehicles, and trucks
Type of Pollutant:Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution,
brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials.
Pollutant Source:Residence
Type of Pollutant:Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system.
Pollutant Source:Trash dumpster
Type of Pollutant:Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products,
bacteria.
Pollutant Source:Roadway
Type of Pollutant:Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance
(sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments,
wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces.
Pollutant Source:Lawn and landscape areas
Type of Pollutant:Fertilizers, soil, organic material (leaves, mulch, grass clippings).
The anticipated pollution sources are the vehicles that will use these future facilities, including both truck and passenger vehicle traffic. Possible pollutants
include oil, gasoline, anti-freeze and other pollutants associated with vehicular traffic.
C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:
N/A
C3 – PLAN DETAILS FOR EACH STORMWATER MEASURES:
N/A
C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION:
N/A
C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:
Landscaping
Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Subsequent tree fertilizations shall not be surface applied. Tree
spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the equivalent of 1" of rainfall once per
week if adequate rainfall was not received. After two years, water as necessary in dry season. Lawn shall be mowed at a height of not less than 3" to increase
root mass. Lawn shall not be fertilized more that twice per year and shall be immediately watered into the soil after application.
STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT (SECTION B)
B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIAL
NON-STORMWATER DISCHARGES:
The following potential pollutant sources may be associated with construction activities on site:
Material storage areas (more specifically described below), construction waste material, fuel storage areas and fueling stations, exposed soils, leaking vehicles
and equipment, sanitary waste from temporary toilet facilities, litter, windblown dust, soil tracking off site from construction equipment, water from concrete
washout.
The following construction materials will be staged or stored on site at various points during development of the site:
Structural fill, road base, and concrete culverts.
Measures and/or operational activities for minimizing the discharge of pollutants during construction are described in the rest of this section. Those measures
and/or activities for post-construction are described in Section C.
B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS:
Each lot will install its own construction entrance from the respective 4 driveway aprons that are installed for the overall development.
B3 – SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION:
See Sheet C200 - C201 - Initial and Temporary Storm Water Pollution Prev. Plan for temporary surface stabilization methods.
See Sheet C202 - Permanent Storm Water Pollution Prev. Plan for permanent surface stabilization methods.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for surface stabilization specifications, application rates for soil amendments and see
mixtures, application rate and anchoring method for mulch, and erosion control blanket installation specifications.
B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS:
Erosion control blanket will be used in swales.
Sheet flow areas will be protected by seed and mulch or hydroseeding.
Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).
Silt fencing will be utilized to minimize runoff from construction areas.
See Sheets C200 - C201 - Storm Water Pollution Prev. Plans for location(s) and method(s) of sediment control measures for concentrated flow areas.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for sediment control measures for concentrated flow area specifications.
B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS:
Sheet flow areas will be protected by seed and mulch or hydroseeding.
Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).
Silt fencing will be utilized to minimize runoff from construction areas.
See Sheets C200 - C201 - Storm Water Pollution Prev. Plans for location(s) and method(s) of sediment control measures for sheet flow areas.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for sediment control measures for sheet flow area specifications.
B6 – RUN-OFF CONTROL MEASURES:
No direct run-off control measures are required for this project.
B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS:
Rip-rap revetment will be used at each of the stormwater outlets where not connecting into existing manholes.
See Sheet C200 - C201 - Initial and Temporary Storm Water Pollution Prev. Plan for location(s) of stormwater outlet protection.
B8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS:
Erosion control blanket will be utilized as grade-stabilization structures.
See Sheet C201 - Permanent Storm Water Pollution Prev. Plan for location(s) of grade stabilization structures.
See Sheets C203 - C206 - Storm Water Pollution Prevention Plan Specs. for grade stabilization structure specifications.
B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS:
N/A
B10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES:
There will be no work within waterbodies for this project.
B11 - MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE:
Inspection Schedule/Reporting
The project site owner and/or designated representative(s) shall refer to Section 3.6 - Performance Standards - Monitoring and Project Management
Requirements of the IDEM Construction Stormwater General Permit for minimum requirements for self-monitoring inspections. Additional measures are
listed below.
Silt Fence
•Inspect the silt fence periodically and after each storm event.
•If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately.
•Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge.
•Take care to avoid undermining the fence during cleanout.
•After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize.
Temporary Seeding
•Inspect periodically after planting to see that vegetative stands are adequately established; reseed if necessary.
•Check for erosion damage after storm events and repair; reseed and mulch if necessary.
•Topdress fall seeded wheat or rye seedings with 50 lbs./acre of nitrogen in February or March if nitrogen deficiency is apparent.
Permanent Seeding
•Inspect periodically, especially storm events, until the stand is successfully established.
•Characteristics of a successful stand include vigorous dark green or bluish-green seedlings; uniform density with nurse plants, legumes, and grasses well
intermixed; green leaves; and the perennials remaining green throughout the summer, at least at the plant base.
•Plan to add fertilizer the following season according to soil test recommendations.
•Repair damaged, bare, or sparse or patchy, by filling any gullies, re-fertilizing, over- or re-seeding and mulching after re-preparing the seedbed.
•If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact the SWCD or cooperative extension office for
assistance.)
•If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations.
Erosion Control Matting
•During vegetative establishment, inspect after storm events for any erosion below the blanket.
•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.
•After vegetative establishment, check the treated area periodically.
B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN
RELATION TO LAND DISTURBANCE:
1.The contractor shall schedule a Pre-construction meeting with Hamilton County prior to any constructing on the site being started. The contractor and/or
developer shall notify Hamilton County 48 hours prior to start of construction.
2.Following the required pre-construction meeting the contractor shall install the “posting information center”. The location of the posting information
center is shown on Sheet C200. The posting information center is the location where a copy of the approved Construction General Permit, Approved
SWPP Plan, signed O&M Manual and Maintenance Logs are to be located.
3.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C200-C201. The details and specifications for silt fence installation
are located on Sheet C205.
4.Contact the Surveyors Office to schedule an Initial Erosion Inspection to obtain a full sign off on the (ILP).
5.When the "existing site/construction limits are completely stabilized, the contractor shall start stripping the existing top soil. Please see Sheet C304 for
the temporary seed mixture and rate.
6.Contractor shall continue to grade the remainder of the site and prepare the sub-grade for the proposed driveways. If lime stabilization is the method
chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site.
7.Contractor shall installed the storm pipes.
8.Contractor shall install all asphalt pavement.
9.The contractor shall permanent seed all disturbed areas that are illustrated on Sheet C202. The seed mixture and rate can be found on Sheet C204.
10.The contractor shall schedule a site inspection with the Hamilton County to ensure that the site is stabilized. After the inspector approves the site
conditions the contractor shall remove all temporary erosion control practices.
11.The post-construction erosion control practices then become the responsibility of the developer of this project.
12.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM.
B13 - PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE
PROPOSED PROJECT:
See Sheet C303 - Storm Water Pollution Prevention Plan Specs. for erosion and sediment control on individual residential building lot detail and
specifications.
B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1:
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is
required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of
the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent
future spills) to the local MS-4.
Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they
have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of
the day the NOT is signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met:
1.Final stabilization has been achieved on all portions of the site for which the permittee was responsible.
2.Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized.
3.In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner.
Spill Response Directions
In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the
construction supervisor, developer, County Surveyor's Office and the local fire department.
In the event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor's
Office, local fire department and IDEM.
Alert Procedures for Spills
1.Any personnel observing a spill will immediately initiate the following procedure:
a.Dial "0" from any telephone.
b.Notify the appropriate emergency personnel.
2.The emergency coordinator will then take the following actions:
a.Barricade the area, allowing no vehicles to enter or exit the spill zone.
b.Notify the IDEM Office of Land Quality Emergency Response at the contact number listed below.
c.Notify the EPA National Response Center at the contact number listed below, providing the following information:
·Time of the observation of the spill
·Location of the spill
·Identity of the material(s) spilled
·Probable source of the spill
·Probable time of the spill
·Volume and duration of the spill
·Current and anticipated movement of the spill
·Current weather conditions
·Personnel at the scene of the spill
·Action(s) initiated by personnel
·Notify the following agencies at the contact numbers listed below: local fire department, local police department, local soil & water
conservation district, local department of public works or stormwater/MS4 department.
·Notify waste recovery contractor, maintenance personnel, and/or other contracted personnel as necessary for spill cleanup.
·Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated.
·Cooperate with the IDEM Office of Land Quality Emergency Response or procedures and reports involved with the spill event.
Contact Numbers
Emergency Response 911
Carmel Police Department (317) 571-2500
Carmel Fire Department (317) 571-2100
IDEM Office of Land Quality Emergency Response (317) 233-7745 or (888) 233-7745
EPA National Response Center (800) 424-8802
Hamilton County Soil & Water Conservation District (317) 773-2181
Indiana Department of Natural Resources (317) 477-8773
Hamilton County Surveyor's Office (317) 776-8495
Cleanup Parameters
1.The Owner shall be kept continually informed during cleanup. Listings of qualified contractors and available vacuum trucks, tank pumpers, available
absorbant materials and cleanup supplies, and other necessary equipment shall be maintained and readily accessible for cleanup operations.
2.All maintenance personnel shall be made aware of methods for spill prevention and the procedures outlined within this plan. Personnel shall be informed
of updates to procedures and guidelines related to spill prevention, cleanup operations, and/or changes to this plan.
3.In the event of a life endangering spill event, life-saving operations shall be carried out by local police and fire department officials.
4.The disposal of materials, especially absorbant, used during spill cleanup operations is subject to the approval and guidelines of IDEM.
5.Flushing of spilled materials, or spill-related materials, with water is not permitted without the authorization of IDEM.
B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY:
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including
disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied
periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal.
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures.
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the
manner specified by federal, state, or local regulations or by the manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The
location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of
the facility.
Dust Control/Off-site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be
stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize
the amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed
at a frequency sufficient to minimize offsite impacts.
Sanitary/Septic
Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be
provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction
personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors.
The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on-site location of said
facilities.
Water Source
Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well
approved by the State or local health department.
Equipment Fueling and Storage Areas
Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids
will be collected and not allowed to discharge into soil where they may be washed away during a rain event.
Equipment washdown (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited.
Hazardous Material Storage
Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not
resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas
within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal,
state, and local regulations.
As may be required by federal, state, or local regulations, the Contractor should have a Hazardous Materials Management Plan and/or Hazardous Materials
Spill Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper
hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution
prevention plan by the operator following on-site location of the storage areas.
THIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MARK GRADISON
(317) 506-1037
LOCATION MAP
SCALE: 1" = 500'
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