HomeMy WebLinkAboutStormwater Pollution Prevention Plan - 268 Stevens StStormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1 ii
Stormwater Pollution Prevention Plan (SWPPP)
For Construction Activities At:
Stevens Street Multi-Family
Stevens Street
Hyannis, MA 02601
SWPPP Prepared For:
Housing Assistance Corporation of Cape Cod
David Quinn
460 West Main Street
Hyannis, MA 02601
508-771-5400
dquinn@haocapecod.org
SWPPP Prepared By:
DiPrete Engineering
Brandon Carr
2 Stafford Court
Cranston, Rhode Island 02920
401-943-1000
bcarr@diprete-eng.com
SWPPP Preparation Date:
11/29/2023
Revised: 03/15/2024
Estimated Project Dates:
Project Start Date:Spring 2024
Project Completion Date:TBD
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1 iii
Contents
SECTION 1: CONTACT INFORMATION/RESPONSIBLE PARTIES ................................................. 1
1.1 Operator(s) / Subcontractor(s) ........................................................................................ 1
1.2 Stormwater Team ............................................................................................................... 2
SECTION 2: SITE EVALUATION, ASSESSMENT, AND PLANNING ................................................ 3
2.1 Project/Site Information ..................................................................................................... 3
2.2 Discharge Information ....................................................................................................... 4
2.3 Nature of the Construction Activity ................................................................................ 5
2.4 Sequence and Estimated Dates of Construction Activities....................................... 7
2.5 Allowable Non-Stormwater Discharges ......................................................................... 9
2.6 Site Maps ............................................................................................................................ 11
SECTION 3: DOCUMENTATION OF COMPLIANCE WITH OTHER FEDERAL REQUIREMENTS .... 12
3.1 Endangered Species Protection ................................................................................... 12
3.2 Historic Preservation ......................................................................................................... 15
3.3 Safe Drinking Water Act Underground Injection Control Requirements .............. 17
SECTION 4: EROSION AND SEDIMENT CONTROLS .................................................................. 18
4.1 Natural Buffers or Equivalent Sediment Controls ....................................................... 18
4.2 Perimeter Controls ............................................................................................................ 20
4.3 Sediment Track-Out ......................................................................................................... 20
4.4 Stockpiled Sediment or Soil ............................................................................................ 22
4.5 Minimize Dust ..................................................................................................................... 22
4.6 Minimize the Disturbance of Steep Slopes .................................................................. 23
4.7 Topsoil .................................................................................................................................. 23
4.8 Soil Compaction ............................................................................................................... 24
4.9 Storm Drain Inlets .............................................................................................................. 24
4.10 Constructed Stormwater Conveyance Channels ..................................................... 25
4.11 Sediment Basins................................................................................................................. 25
4.12 Chemical Treatment ........................................................................................................ 26
4.13 Dewatering Practices ...................................................................................................... 27
4.14 Other Stormwater Controls ............................................................................................. 27
4.15 Site Stabilization................................................................................................................. 28
SECTION 5: POLLUTION PREVENTION STANDARDS ................................................................. 30
5.1 Potential Sources of Pollution ......................................................................................... 30
5.2 Spill Prevention and Response ....................................................................................... 31
5.3 Fueling and Maintenance of Equipment or Vehicles ............................................... 32
5.4 Washing of Equipment and Vehicles ........................................................................... 33
5.5 Storage, Handling, and Disposal of Construction Products, Materials, and
Wastes .............................................................................................................................................. 34
5.6 Washing of Applicators and Containers used for Paint, Concrete or Other
Materials ............................................................................................................................................. 37
5.7 Fertilizers .............................................................................................................................. 37
5.8 Other Pollution Prevention Practices ............................................................................ 38
SECTION 6: INSPECTION AND CORRECTIVE ACTION ............................................................. 39
6.1 Inspection Personnel and Procedures ......................................................................... 39
6.2 Corrective Action ............................................................................................................. 41
6.3 Delegation of Authority ................................................................................................... 41
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SECTION 7: TRAINING .............................................................................................................. 42
SECTION 8: CERTIFICATION AND NOTIFICATION ................................................................... 43
SWPPP APPENDICES ................................................................................................................. 44
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1 1
SECTION 1: CONTACT INFORMATION/RESPONSIBLE PARTIES
1.1 Operator(s) / Subcontractor(s)
Operator(s):
TO BE DETERMINED PRIOR TO START OF CONSTRUCTION
Insert Name
Insert Address
Insert City, State, Zip Code
Insert Telephone Number
Insert Fax/Email
Insert area of control (if more than one operator at site)
Subcontractor(s):
TO BE DETERMINED PRIOR TO START OF CONSTRUCTION
Insert Name
Insert Address
Insert City, State, Zip Code
Insert Telephone Number
Insert Fax/Email
Insert area of control (if more than one operator at site)
Emergency 24-Hour Contact:
TO BE DETERMINED PRIOR TO START OF CONSTRUCTION
Insert Name
Insert Telephone Number
Instructions (see definition of “operator” at CGP Part 1.1.1):
―Identify the operator(s) who will be engaged in construction activities at the site.
Indicate respective responsibilities, where appropriate. Also include the 24-hour
emergency contact.
―List subcontractors expected to work on-site. Notify subcontractors of stormwater
requirements applicable to their work.
―Consider using Subcontractor Agreements such as the type included as a sample in
Appendix G of the Template.
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1.2 Stormwater Team
Stormwater Team
Name and/or position, and contact Responsibilities I Have Read the CGP and
Understand the Applicable
Requirements
Brandon Carr, P.E., LEED AP
Senior Project Manager
781-326-0021
bcarr@diprete-eng.com
Oversee design and
preparation of SWPPP
☒Yes
Date: 11/17/2023
TO BE DETERMINED
Insert Position
Insert Telephone Number
Insert Email
Installing and
maintaining controls in
compliance with permit
requirements; install
corrective actions as
needed.
☐ Yes
Date: x/x/20xx
TO BE DETERMINED
Insert Position
Insert Telephone Number
Insert Email
Conduct site inspections ☐ Yes
Date: x/x/20xx
Instructions (see CGP Part 7.2.2):
―Identify the individuals (by name or position) that are part of the project’s stormwater
team, their individual responsibilities, and which members are responsible for
inspections. At a minimum the stormwater team is comprised of individuals who are
responsible for overseeing the development of the SWPPP, any later modifications to it,
and for compliance with the permit requirements (i.e., installing and maintaining
stormwater controls, conducting site inspections, and taking corrective actions where
required).
―Each member of the stormwater team must have ready access to either an electronic
or paper copy of applicable portions of the 2017 CGP and the SWPPP.
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SECTION 2: SITE EVALUATION, ASSESSMENT, AND PLANNING
2.1 Project/Site Information
Project Name and Address
Project/Site Name:Stevens Street Multi-Family
Project Street/Location:Stevens Street
City:Hyannis
State:Massachusetts
ZIP Code:02601
County or Similar Subdivision:Barnstable County
Business days and hours for the project:TBD
Project Latitude/Longitude
Latitude:41.650730º N
(decimal degrees)
Longitude:-70.294260 º W
(decimal degrees)
Latitude/longitude data source:
☐Map ☐ GPS ☒ Other (please specify): __google maps______________________________
Horizontal Reference Datum:
☐ NAD 27 ☒ NAD 83 ☐ WGS 84
Additional Project Information
Are you requesting permit coverage as a “federal operator” as defined
in Appendix A of the 2017 CGP?☐ Yes ☒ No
Is the project/site located on Indian country lands, or located on a
property of religious or cultural significance to an Indian tribe?☐ Yes ☒ No
If yes, provide the name of the Indian tribe associated with the area of Indian country
(including the name of Indian reservation if applicable), or if not in Indian country, provide the
name of the Indian tribe associated with the property:N/A
Instructions (see “Project/Site Information” section of Appendix J – NOI form):
―In this section, you are asked to compile basic site information that will be helpful when
you file your NOI.
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If you are conducting earth-disturbing activities in response to a public emergency, document
the cause of the public emergency (e.g., natural disaster, extreme flooding conditions),
information substantiating its occurrence (e.g., state disaster declaration), and a description of
the construction necessary to reestablish effective public services: N/A
2.2 Discharge Information
Does your project/site discharge stormwater into a Municipal Separate
Storm Sewer System (MS4)?☒ Yes ☐ No
Are there any waters of the U.S. within 50 feet of your project’s earth
disturbances?☐ Yes ☒ No
Instructions (see “Discharge Information” section of Appendix J – NOI form):
―In this section, include information relating to your site’s discharge. This information
corresponds to the “Discharge Information” section of the NOI form.
―List all of the stormwater points of discharge from your site. Identify each point of
discharge with a unique 3-digit ID (e.g., 001, 002).
―For each unique point of discharge you list, specify the name of the first water of the
U.S. that receives stormwater directly from the point of discharge and/or from the MS4
that the point of discharge discharges to. You may have multiple points of discharge
that discharge to the same receiving water.
―Next, specify whether any waters of the U.S. that you discharge to are listed as
“impaired” as defined in Appendix A, and the pollutants causing the impairment.
Identify any Total Maximum Daily Loads (TMDL) that have been completed for any of
the waters of the U.S. that you discharge to and the pollutants for which there is a TMDL.
For more information on impaired waters and TMDLs, including a list of TMDL contacts
and links by state, visit https://www.epa.gov/tmdl.
―Finally, indicate whether any water of the U.S. that you discharge to is designated as a
Tier 2, Tier 2.5, or Tier 3 water and if so, what the designation is (2, 2.5, or 3). A list of Tier 2,
2.5, and 3 waters is provided in Appendix F.
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For each point of discharge, provide a point of discharge ID (a unique 3-digit ID, e.g., 001, 002), the name of the first water of the U.S. that
receives stormwater directly from the point of discharge and/or from the MS4 that the point of discharge discharges to, and the following
receiving water information, if applicable:
Point of
Discharge
ID
Name of
receiving
water:
Is the
receiving
water
impaired (on
the CWA
303(d) list)?
If yes, list the
pollutants
that are
causing the
impairment:
Has a TMDL
been
completed
for this
receiving
waterbody?
If yes, list
TMDL Name
and ID:
Pollutant(s)
for which
there is a
TMDL:
Is this
receiving
water
designated
as a Tier 2,
Tier 2.5, or Tier
3 water?
If yes, specify
which Tier (2,
2.5, or 3)?
MA96-94 Stewarts
Creek ☐ Yes ☒No ☒ Yes ☐No Stewarts
Creek
MA96-94
Shellfish
Harvesting ☐ Yes ☒No N/A
[Include additional rows or delete as necessary.]
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2.3 Nature of the Construction Activities
General Description of Project
Provide a general description of the nature of your construction activities, including the age
dates of past renovations for structures that are undergoing demolition:
The proposed development includes one 4-story multi-family building situated on 1.49 acres
located on the Town of Barnstables’s Assessors Map 308 Lot 17. The previous development had
one building with associated parking. The previous development has recently been demolished
and is currently an empty lot with dirt piles.
The site is proposed to be serviced by public water and sewer.
Size of Construction Site
Size of Property 1.49 acres
Total Area Expected to be Disturbed by
Construction Activities
1.72 acres
Maximum Area Expected to be Disturbed at
Any One Time
1.72 acres
Type of Construction Site (check all that apply):
☐ Single-Family Residential ☒ Multi-Family Residential ☐ Commercial ☐ Industrial
☐ Institutional ☐ Highway or Road ☐ Utility ☐ Other ____________________________
Will there be demolition of any structure built or renovated
before January 1, 1980?☐ Yes ☒ No
Instructions (see CGP Parts 1.2.1.c and 7.2.3):
―Provide a general description of the nature of the construction activities at your site.
―Describe the size of the property (in acres or in miles if a linear construction site), the
total area expected to be disturbed by the construction activities (to the nearest
quarter acre or quarter mile if a linear construction site), and the maximum area
expected to be disturbed at any one time.
―Indicate the type of construction site, whether there will be certain demolition activities,
and whether the predevelopment land use was for agriculture.
―Provide a list and description of all pollutant-generating activities (e.g., paving
operations; concrete, paint, and stucco washout and waste disposal; solid waste
storage and disposal; and dewatering operations) and indicate for each activity the
type of pollutant that will be generated (e.g., sediment, fertilizers, pesticides, paints,
caulks, sealants, fluorescent light ballasts, contaminated substrates, solvents, fuels) and
could be discharged in stormwater from your site.
―Describe the construction support activities covered by this permit (see Part 1.2.1.c of
the permit).
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If yes, do any of the structures being demolished have at least
10,000 square feet of floor space?☐ Yes ☐ No ☒ N/A
Was the pre-development land use used for agriculture (see
Appendix A for definition of “agricultural land”)?☐ Yes ☒ No
Pollutant-Generating Activities
List and describe all pollutant-generating activities and indicate for each activity the type of
pollutant that will be generated.Take into account where potential spills and leaks could occur
that contribute pollutants to stormwater discharges, and any known hazardous or toxic
substances, such as PCBs and asbestos, that will be disturbed during construction.
Pollutant-Generating Activity
(e.g., paving operations; concrete, paint, and
stucco washout and waste disposal; solid waste
storage and disposal; and dewatering operations)
Pollutants or Pollutant Constituents
(e.g., sediment, fertilizers, pesticides, paints, caulks,
sealants, fluorescent light ballasts, contaminated
substrates, solvents, fuels)
Clearing, grading, excavating, and
unstabilized areas
Sediment; Trash/Debris
Construction Entrance Sediment
Soil Stockpiles Sediment
Paving Operations Sediment; Trash/Debris
Concrete washout and waste Heavy metals; pH; Trash/Debris
Structure construction/ painting/ cleaning Nutrients; pH; Trash/Debris; Toxic chemicals
Dewatering operations Sediment; Nutrients
Material delivery and storage Sediment; Nutrients; Heavy metals; pH;
Pesticides/Herbicides; Oil/Grease;
Trash/Debris; Toxic chemicals
Material use during building process Nutrients; heavy metals; pH;
pesticides/herbicides; oil/grease; trash/debris;
toxic chemicals
Solid waste/ trash/ debris Trash/debris; toxic chemicals
Vehicle/ equipment fueling and
maintenance
Oil/Grease; Toxic chemicals
Vehicle equipment use and storage Oil/Grease; Toxic chemicals
Landscaping operations Sediment; Nutrients; Trash/Debris
Construction Support Activities (only provide if applicable)
Describe any construction support activities for the project (e.g., concrete or asphalt batch
plants, equipment staging yards, material storage areas, excavated material disposal areas,
borrow areas):
Material staging areas are proposed to be used during construction
Construction material storage areas
Earthwork material processing and storage areas
Excavated material disposal and borrow areas
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Land clearing mobilization and storage areas
Contact information for construction support activity:
TO BE DETERMINED
INSERT NAME
INSERT TELEPHONE NO.
INSERT EMAIL
INSERT ADDRESS AND/OR LATITUDE/LONGITUDE
2.4 Sequence and Estimated Dates of Construction Activities
Phase I
Estimated Start Date of Construction Activities for this Phase Spring 2024
Estimated End Date of Construction Activities for this Phase TBD
Estimated Date(s) of Application of Stabilization Measures
for Areas of the Site Required to be Stabilized
Spring 2024
[Add additional dates as necessary]
Estimated Date(s) when Stormwater Controls will be
Removed
TBD
[Add additional dates as necessary]
Description of Construction Sequencing:
1.Contractor is responsible for Soil Erosion and Sediment Control (SESC) on site. Sequence of
construction provided may be modified as field conditions warrant with prior approval from the
Owner or their representative.
2.Construction to begin in the Spring of 2024 or upon receipt of all necessary approvals.
3.Survey and stake limit of sedimentation barriers/limit of disturbance.
Instructions (see CGP Part 7.2.5):
―Describe the intended construction sequence and duration of major activities.
―For each portion or phase of the construction site, include the following:
Commencement and duration of construction activities, including clearing and
grubbing, mass grading, demolition activities, site preparation (i.e., excavating,
cutting and filling), final grading, and creation of soil and vegetation stockpiles
requiring stabilization;
Temporary or permanent cessation of construction activities;
Temporary or final stabilization of areas of exposed soil. The dates for stabilization
must reflect the applicable deadlines to which you are subject to in Part 2.2.14; and
Removal of temporary stormwater controls and construction equipment or vehicles,
and cessation of any pollutant-generating activities.
―The construction sequence must reflect the following requirements:
Part 2.1.3 (installation of stormwater controls); and
Parts 2.2.14 (stabilization deadlines).
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4.Cut Trees on site, within LOD. In no case is the limit of disturbance to extend beyond the limit of
disturbance.
5.Place perimeter erosion control barriers as shown on the plans along Limit of disturbance. In no case
is the limit of disturbance to extend beyond the sedimentation barriers.
6.Grub and remove tree stumps on site. Topsoil is to be stripped and stockpiled in approved
locations. Stockpiles are to be protected by a row of silt fence and covered or temporarily seeded
per the Massachusetts Stormwater Management Standards (MASWMS)
7.Install all temporary erosion and sediment control devices per the MASWMS. Erosion control blankets
shall be used where necessary to stabilize any swales in steep slope areas. Check Dams and
Diversion Swales shall be installed where necessary to detain stormwater and prevent erosion.
8.Survey and stake drain lines, water lines, sewer lines and curblines. Survey drainage BMPs and
protect from runoff and construction vehicle traffic. Protect BMPs by installing erosion control
devices around BMPs if possibility of runoff exists. If no stormwater can flow to a BMP install
construction fencing to prevent compaction of BMP area by construction traffic.
9.Commence earthwork excavation and grade the proposed pavement areas. Rough grade
building pads and proposed BMP’s. Once rough grade of the pads have been established,
disturbed areas shall be stabilized with hydroseeding or approved equal. Erosion control blankets
shall be installed where necessary to stabilize soil and promote vegetation.
10.Install drain piping, drainage manholes and catch basins beginning at the lowest point and working
up gradient. Install inlet protection on catch basins. Protect any discharge outlets (temporary or
permanent) with rip-rap aprons. Place erosion controls at the discharge points. Install water, sewer,
electric, telephone, cable, and gas in accordance with the approved final construction plans.
11.Place compacted gravel foundation and rough grade the pavement areas in accordance with
the site plans and in accordance with the geotechnical requirements.
12.Place bituminous asphalt binder per site plans and in accordance with the geotechnical
requirements.
13.Stabilize all areas outside of pavement areas.
14.Sweep/vacuum the pavement areas to remove all sediments. Flush drainage structures and pipes.
Sediments shall be removed from site and disposed of properly.
15.Once all tributary areas to the BMPs have been stabilized the BMPs may be brought online.
16.Begin construction of the building foundation and structure. Contractor shall limit disturbed areas to
the maximum extent practicable during building construction.
17.Finalize permanent stabilization around buildings.
18.Remove excess sediments within pavement areas.
19.Repair drainage outlets and BMPs as required.
20.Install plantings per the Landscape Plans.
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21.Remove all temporary soil erosion and sedimentation control measures following final vegetative
establishment of all disturbed areas.
22.Prior to activation of all utilities (water, sewer, and storm), the design engineer and the appropriate
utility company shall to be notified at least 48 hours in advance to schedule final inspection.
2.5 Authorized Non-Stormwater Discharges
List of Authorized Non-Stormwater Discharges Present at the Site
Type of Authorized Non-Stormwater Discharge Likely to be Present
at Your Site?
Discharges from emergency fire-fighting activities ☒ Yes ☐No
Fire hydrant flushings ☒ Yes ☐No
Landscape irrigation ☒ Yes ☐No
Instructions (see CGP Parts 1.2.2 and 7.2.5):
―Identify all authorized sources of non-stormwater discharges. The authorized non-
stormwater discharges identified in Part 1.2.2 of the 2017 CGP include:
Discharges from emergency fire-fighting activities;
Fire hydrant flushings;
Landscape irrigation;
Waters used to wash vehicles and equipment, provided that there is no discharge
of soaps, solvents, or detergents used for such purposes;
Water used to control dust;
Potable water including uncontaminated water line flushings;
External building washdown, provided soaps, solvents and detergents are not used,
and external surfaces do not contain hazardous substances (e.g., paint or caulk
containing PCBs);
Pavement wash waters provided spills or leaks of toxic or hazardous materials have
not occurred (unless all spilled material has been removed) and detergents are not
used. You are prohibited from directing pavement wash waters directly into any
water of the U.S., storm drain inlet, or stormwater conveyance, unless the
conveyance is connected to a sediment basin, sediment trap, or similarly effective
control;
Uncontaminated air conditioning or compressor condensate;
Uncontaminated, non-turbid discharges of ground water or spring water;
Foundation or footing drains where flows are not contaminated with process
materials such as solvents or contaminated ground water; and
Construction dewatering water discharged in accordance with Part 2.4.
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Waters used to wash vehicles and equipment ☐ Yes ☒No
Water used to control dust ☒ Yes ☐No
Potable water including uncontaminated water line flushings ☒ Yes ☐No
External building washdown (soaps/solvents are not used and external surfaces
do not contain hazardous substances)☐ Yes ☒No
Pavement wash waters ☒ Yes ☐No
Uncontaminated air conditioning or compressor condensate ☐ Yes ☒No
Uncontaminated, non-turbid discharges of ground water or spring water ☐ Yes ☒No
Foundation or footing drains ☐ Yes ☒No
Construction dewatering water ☐ Yes ☒No
(Note: You are required to identify the likely locations of these authorized non-stormwater discharges
on your site map. See Section 2.6, below, of the SWPPP Template.)
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2.6 Site Maps
See latest plans prepared by DiPrete Engineering.
Instructions (see CGP Part 7.2.4):
―Attach site maps in Appendix A of the Template. For most projects, a series of site maps
is necessary and recommended. The first should show the undeveloped site and its
current features. An additional map or maps should be created to show the
developed site or, for more complicated sites, show the major phases of development.
These maps must include the following features:
―Boundaries of the property and of the locations where construction will occur,
including:
Locations where earth-disturbing activities will occur, noting any phasing of
construction activities and any demolition activities;
Approximate slopes before and after major grading activities. Note areas of steep
slopes, as defined in CGP Appendix A;
Locations where sediment, soil, or other construction materials will be stockpiled;
Locations of any crossings of waters of the U.S.;
Designated points where vehicles will exit onto paved roads;
Locations of structures and other impervious surfaces upon completion of
construction; and
Locations of on-site and off-site construction support activity areas covered by this
permit (see Part 1.2.1.c).
―Locations of all waters of the U.S., including wetlands, on your site and within one mile
downstream of the site’s discharge point. Indicate which waterbodies are listed as
impaired, and which are identified by your state, tribe, or EPA as Tier 2, Tier 2.5, or Tier 3
waters.
―Areas of federally-listed critical habitat for endangered or threatened species within the
site and/or at discharge locations.
―Type and extent of pre-construction cover on the site (e.g., vegetative cover, forest,
pasture, pavement, structures)
―Drainage pattern(s) of stormwater and authorized non-stormwater before and after
major grading activities.
―Stormwater and authorized non-stormwater discharge locations, including:
Locations where stormwater and/or authorized non-stormwater will be discharged
to storm drain inlets; and
Locations where stormwater or allowable non-stormwater will be discharged to
waters of the U.S. (including wetlands).
―Locations of all potential pollutant-generating activities.
―Locations of stormwater controls, including natural buffer areas and any shared controls
utilized to comply with the permit.
―Locations where polymers, flocculants, or other treatment chemicals will be used and
stored.
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SECTION 3: DOCUMENTATION OF COMPLIANCE WITH OTHER FEDERAL REQUIREMENTS
3.1 Endangered Species Protection
Eligibility Criterion
Under which criterion listed in Appendix D are you eligible for coverage under this permit?
☒Criterion A: No ESA-listed species and/or designated critical habitat present in action area.
Using the process outlined in Appendix D of this permit, you certify that ESA-listed species
and designated critical habitat(s) under the jurisdiction of the USFWS or NMFS are not likely
to occur in your site’s “action area” as defined in Appendix A of this permit.
Basis statement content/Supporting documentation: A basis statement supporting the
selection of Criterion A should identify the USFWS and NMFS information sources used.
Attaching aerial image(s) of the site to your NOI is helpful to EPA, USFWS, and NMFS in
confirming eligibility under this criterion. Please Note: NMFS’ jurisdiction includes ESA-listed
marine and estuarine species that spawn in inland rivers. Check the applicable source(s) of
information you relied upon:
☐Specific communication with staff of the USFWS and/or NMFS.INSERT DATE OF
COMMUNICATION AND WHO YOU SPOKE WITH
☐Species list from USFWS and/or NMFS. See the CGP ESA webpage, Step 2 for available
websites.INSERT SPECIFIC DOCUMENT AND/OR WEBSITE RELIED UPON
☐Criterion B:Eligibility requirements met by another operator under the 2017 CGP. The
construction site’s discharges and discharge-related activities were already addressed in
another operator’s valid certification of eligibility for your “action area” under eligibility
Criterion A, C, D, E, or F of the 2017 CGP and you have confirmed that no additional ESA-
listed species and/or designated critical habitat under the jurisdiction of USFWS and/or
NMFS not considered in the that certification may be present or located in the “action
area.” To certify your eligibility under this criterion, there must be no lapse of NPDES permit
coverage in the other CGP operator’s certification. By certifying eligibility under this
criterion, you agree to comply with any conditions upon which the other CGP operator's
certification was based. You must include in your NOI the NPDES ID from the other 2017CGP
operator’s notification of authorization under this permit. If your certification is based on
Instructions (see CGP Parts 1.1.5, 7.2.9.a, Appendix D, and the “Endangered Species
Protection” section of the Appendix J – NOI form):
Using the instructions in Appendix D of the permit, determine under which criterion listed
below (A-F) you are eligible for coverage under this permit with respect to the protection of
endangered species. To make this determination, you must use information from BOTH the
National Marine Fisheries Service (NMFS) and U.S. Fish and Wildlife Service (USFWS). Both the
NMFS and USFWS maintain lists of Endangered Species Act-listed (ESA-listed) species and
designated critical habitat. Operators must consult both when determining their eligibility.
―Check only 1 box, include the required information and provide a sound basis for
supporting the criterion selected. Select the most conservative criterion that applies
―Include documentation supporting your determination of eligibility.
―A step-by-step guide and flow-chart on ESA provisions for EPA’s CGP is available at
https://www.epa.gov/npdes/stormwater-discharges-construction-activities#species
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another 2017 CGP operator’s certification under criterion C, you must provide EPA with the
relevant supporting information required of existing dischargers in criterion C in your NOI
form.
Basis statement content/Supporting documentation: A basis statement supporting the
selection of Criterion B should identify the eligibility criterion of the other CGP NOI, the
authorization date, and confirmation that the authorization is effective.
Provide the 9-digit NPDES ID number from the other operator’s NOI under the 2017
CGP:__ __ __ __ __ __ __ __ __
Authorization date of the other 2017 CGP operator:INSERT AUTHORIZATION DATE
OF OTHER OPERATOR
Eligibility criterion of the other 2017 CGP operator:☐A ☐C ☐D ☐E ☐F
Provide a brief summary of the basis the other operator used for selecting criterion
A, C, D, E, or F:INSERT TEXT HERE
☐Criterion C:Discharges not likely to adversely affect ESA-listed species and/or designated
critical habitat. ESA-listed species and/or designated critical habitat(s) under the
jurisdiction of the USFWS and/or NMFS are likely to occur in or near your site’s “action area,”
and you certify to EPA that your site’s discharges and discharge-related activities are not
likely to adversely affect ESA-listed threatened or endangered species and/or designated
critical habitat. This certification may include consideration of any stormwater controls
and/or management practices you will adopt to ensure that your discharges and
discharge-related activities are not likely to adversely affect ESA-listed species and/or
designated critical habitat. To certify your eligibility under this criterion, indicate 1) the ESA-
listed species and/or designated habitat located in your “action area” using the process
outlined in Appendix D of this permit; 2) the distance between the site and the listed
species and/or designated critical habitat in the action area (in miles); and 3) a rationale
describing specifically how adverse effects to ESA-listed species will be avoided from the
discharges and discharge-related activities. You must also include a copy of your site map
from your SWPPP showing the upland and in-water extent of your “action area” with this
NOI.
Basis statement content/Supporting documentation: A basis statement supporting the
selection of Criterion C should identify the information resources and expertise (e.g., state
or federal biologists) used to arrive at this conclusion. Any supporting documentation
should explicitly state that both ESA-listed species and designated critical habitat under the
jurisdiction of the USFWS and/or NMFS were considered in the evaluation.
Resources used to make determination:INSERT RESOURCES YOU USED TO
DETERMINE THAT DISCHARGES ARE NOT LIKELY TO ADVERSELY AFFECT ESA-LISTED
SPECIES OR DESIGNATED CRITICAL HABITAT
ESA-listed Species/Critical Habitat in action area:INSERT LIST OF ESA-LISTED SPECIES
OR DESIGNATED CRITICAL HABITAT LOCATED IN YOUR ACTION AREA
Distance between site and ESA-listed Species/Critical Habitat:INSERT DISTANCE
BETWEEN YOUR SITE AND THE ESA-LISTED SPECIES OR CRITICAL HABITAT (in miles)
How adverse effects will be avoided:DESCRIBE SPECIFICALLY HOW ADVERSE
EFFECTS TO ESA-LISTED SPECIES WILL BE AVOIDED FROM THE DISCHARGES AND
DISCHARGE-RELATED ACTIVITIES
☐Criterion D: Coordination with USFWS and/or NMFS has successfully concluded.
Coordination between you and the USFWS and/or NMFS has concluded. The coordination
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must have addressed the effects of your site’s discharges and discharge-related activities
on ESA-listed species and/or designated critical habitat under the jurisdiction of USFWS
and/or NMFS, and resulted in a written concurrence from USFWS and/or NMFS that your
site’s discharges and discharge-related activities are not likely to adversely affect listed
species and/or critical habitat. You must include copies of the correspondence with the
participating agencies in your SWPPP and this NOI.
Basis statement content/Supporting documentation: A basis statement supporting the
selection of Criterion D should identify whether USFWS or NMFS or both agencies
participated in coordination, the field office/regional office(s) providing that coordination,
and the date that coordination concluded.
Agency coordinated with:☐USFWS ☐ NMFS
Field/regional office(s) providing coordination:INSERT FIELD/REGIONAL OFFICE(S)
PROVIDING COORDINATION
Date coordination concluded:INSERT DATE COORDINATION CONCLUDED
Attach copies of any letters or other communication between you and the U.S. Fish
& Wildlife Service or National Marine Fisheries Service concluding coordination
activities.
☐Criterion E:ESA Section 7 consultation has successfully concluded. Consultation between a
Federal Agency and the USFWS and/or NMFS under section 7 of the ESA has concluded.
The consultation must have addressed the effects of the construction site’s discharges and
discharge-related activities on ESA-listed species and/or designated critical habitat under
the jurisdiction of USFWS and/or NMFS. To certify eligibility under this criterion, Indicate the
result of the consultation:
☐Biological opinion from USFWS and/or NMFS that concludes that the action in
question (taking into account the effects of your site’s discharges and discharge-
related activities) is not likely to jeopardize the continued existence of listed species,
nor the destruction or adverse modification of critical habitat; or
☐Written concurrence from USFWS and/or NMFS with a finding that the site’s
discharges and discharge-related activities are not likely to adversely affect ESA-
listed species and/or designated critical habitat. You must include copies of the
correspondence between yourself and the USFWS and/or NMFS in your SWPPP and
this NOI.
Basis statement content/Supporting documentation: A basis statement supporting the
selection of Criterion E should identify the federal action agency(ies) involved, the field
office/regional office(s) providing that consultation, any tracking numbers of identifiers
associated with that consultation (e.g., IPaC number, PCTS number), and the date the
consultation was completed.
Federal agency(ies) involved:INSERT FEDERAL AGENCY(IES) INVOLVED
Field/regional office(s) providing consultation:INSERT FIELD/REGIONAL OFFICE(S)
PROVIDING CONSULTATION
Tracking numbers associated with consultation:INSERT CONSULTATION TRACKING
NUMBER(S)
Date consultation completed:INSERT DATE CONSULTATION COMPLETED
Attach copies of any letters or other communication between you and the U.S. Fish
& Wildlife Service or National Marine Fisheries Service concluding consultation.
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☐Criterion F:Issuance of section 10 permit. Potential take is authorized through the issuance
of a permit under section 10 of the ESA by the USFWS and/or NMFS, and this authorization
addresses the effects of the site’s discharges and discharge-related activities on ESA-listed
species and designated critical habitat. You must include copies of the correspondence
between yourself and the participating agencies in your SWPPP and your NOI.
Basis statement content/Supporting documentation: A basis statement supporting the
selection of Criterion F should identify whether USFWS or NMFS or both agencies provided a
section 10 permit, the field office/regional office(s) providing permit(s), any tracking
numbers of identifiers associated with that consultation (e.g., IPaC number, PCTS number),
and the date the permit was granted.
Agency providing section 10 permit:☐USFWS ☐NMFS
Field/regional office(s) providing permit:INSERT FIELD/REGIONAL OFFICE(S)
PROVIDING PERMIT
Tracking numbers associated with consultation:INSERT CONSULTATION TRACKING
NUMBER(S)
Date permit granted:INSERT DATE PERMIT GRANTED
Attach copies of any letters or other communication between you and the U.S. Fish
& Wildlife Service or National Marine Fisheries Service.
3.2 Historic Preservation
Appendix E, Step 1
Do you plan on installing any of the following stormwater controls at your site? Check all that
apply below, and proceed to Appendix E, Step 2.
☐Dike
☐ Berm
☒ Catch Basin
☒ Pond
☐ Stormwater Conveyance Channel (e.g., ditch, trench, perimeter drain, swale, etc.)
☒ Culvert
☒ Other type of ground-disturbing stormwater control:Underground Infiltration System,
Porous Pavement (Stormcrete), Leaching Catch Basins
(Note: If you will not be installing any ground-disturbing stormwater controls, no further
documentation is required for Section 3.2 of the Template.)
Instructions (see CGP Part 1.1.6, 7.2.9.b, Appendix E, and the “Historic Preservation” section of
the Appendix J – NOI form):
Follow the screening process in Appendix E of the permit for determining whether your
installation of subsurface earth-disturbing stormwater controls will have an effect on historic
properties.
―Include documentation supporting your determination of eligibility.
―To contact your applicable state or tribal historic preservation office, information is
available at www.achp.gov/programs/html.
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Appendix E, Step 2
If you answered yes in Step 1, have prior surveys or evaluations conducted on the site already
determined that historic properties do not exist, or that prior disturbances at the site have
precluded the existence of historic properties?☒ YES ☐ NO
If yes, no further documentation is required for Section 3.2 of the Template.
If no, proceed to Appendix E, Step 3.
Appendix E, Step 3
If you answered no in Step 2, have you determined that your installation of subsurface earth-
disturbing stormwater controls will have no effect on historic properties?☐ YES ☐ NO
If yes, provide documentation of the basis for your determination.
If no, proceed to Appendix E, Step 4.
Appendix E, Step 4
If you answered no in Step 3, did the State Historic Preservation Officer (SHPO), Tribal Historic
Preservation Office (THPO), or other tribal representative (whichever applies) respond to you
within 15 calendar days to indicate whether the subsurface earth disturbances caused by the
installation of stormwater controls affect historic properties?☐ YES ☐ NO
If no, no further documentation is required for Section 3.2 of the Template.
If yes, describe the nature of their response:
☐ Written indication that no historic properties will be affected by the installation of
stormwater controls.
☐ Written indication that adverse effects to historic properties from the installation of
stormwater controls can be mitigated by agreed upon actions.
☐ No agreement has been reached regarding measures to mitigate effects to historic
properties from the installation of stormwater controls.
☐ Other:
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3.3 Safe Drinking Water Act Underground Injection Control Requirements
Do you plan to install any of the following controls? Check all that apply below.
☐ Infiltration trenches (if stormwater is directed to any bored, drilled, driven shaft or dug
hole that is deeper than its widest surface dimension, or has a subsurface fluid distribution
system)
☐ Commercially manufactured pre-cast or pre-built proprietary subsurface detention
vaults, chambers, or other devices designed to capture and infiltrate stormwater flow
☐ Drywells, seepage pits, or improved sinkholes (if stormwater is directed to any bored,
drilled, driven shaft or dug hole that is deeper than its widest surface dimension, or has a
subsurface fluid distribution system)
IF YES, INSERT COPIES OF LETTERS, EMAILS, OR OTHER COMMUNICATION BETWEEN YOU AND THE
STATE AGENCY OR EPA REGIONAL OFFICE
Instructions (see CGP Part 7.2.9.c):
―If you will use any of the identified controls in this section, include documentation of
contact between you and the applicable state agency or EPA Regional Office
responsible for implementing the requirements for underground injection wells in the
Safe Drinking Water Act and EPA’s implementing regulations at 40 CFR Parts 144-147. \
―For state UIC program contacts, refer to the following EPA website:
https://www.epa.gov/uic.
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SECTION 4: EROSION AND SEDIMENT CONTROLS
4.1 Natural Buffers or Equivalent Sediment Controls
Buffer Compliance Alternatives
Are there any waters of the U.S. within 50 feet of your project’s earth disturbances?☐YES ☒ NO
(Note: If no, no further documentation is required for Part 4.1 in the SWPPP Template. Continue on to
Part 4.2.)
Check the compliance alternative that you have chosen:
☐ (i) I will provide and maintain a 50-foot undisturbed natural buffer.
(Note (1): You must show the 50-foot boundary line of the natural buffer on your site map.)
(Note (2): You must show on your site map how all discharges from your construction
disturbances through the natural buffer area will first be treated by the site’s erosion and
sediment controls. Also, show on the site map any velocity dissipation devices used to prevent
erosion within the natural buffer area.)
☐ (ii) I will provide and maintain an undisturbed natural buffer that is less than 50 feet and is
supplemented by additional erosion and sediment controls, which in combination achieves the
sediment load reduction equivalent to a 50-foot undisturbed natural buffer.
(Note (1): You must show the boundary line of the natural buffer on your site map.)
General Instructions (See CGP Parts 2.2 and 7.2.6):
―Describe the erosion and sediment controls that will be installed and maintained at your
site.
―Describe any applicable stormwater control design specifications (including references
to any manufacturer specifications and/or erosion and sediment control
manuals/ordinances relied upon).
―Describe any routine stormwater control maintenance specifications.
―Describe the projected schedule for stormwater control installation/implementation.
Instructions (see CGP Parts 2.2.1 and 7.2.6.b.i, and Appendix G):
This section only applies to you if a water of the U.S. is located within 50 feet of your site’s
earth disturbances. If this is the case, consult CGP Part 2.2.1 and Appendix G for information
on how to comply with the buffer requirements.
―Describe the compliance alternative (CGP Part 2.2.1.a.i, ii, or iii) that was chosen to
meet the buffer requirements, and include any required documentation supporting the
alternative selected. The compliance alternative selected must be maintained
throughout the duration of permit coverage. However, if you select a different
compliance alternative during your period of permit coverage, you must modify your
SWPPP to reflect this change.
―If you qualify for one of the exceptions in CGP Part 2.2.1.b, include documentation
related to your qualification for such exceptions.
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(Note (2): You must show on your site map how all discharges from your construction
disturbances through the natural buffer area will first be treated by the site’s erosion and
sediment controls. Also, show on the site map any velocity dissipation devices used to prevent
erosion within the natural buffer area.)
☐ (iii) It is infeasible to provide and maintain an undisturbed natural buffer of any size, therefore I will
implement erosion and sediment controls that achieve the sediment load reduction equivalent to
a 50-foot undisturbed natural buffer.
☐ I qualify for one of the exceptions in Part 2.2.1.b. (If you have checked this box, provide information
on the applicable buffer exception that applies, below.)
Buffer Exceptions
Which of the following exceptions to the buffer requirements applies to your site?
☐ There is no discharge of stormwater to the water of the U.S. that is located 50 feet from my
construction disturbances.
(Note: If this exception applies, no further documentation is required for Section 4.1 of the
Template.)
☐ No natural buffer exists due to preexisting development disturbances that occurred prior to the
initiation of planning for this project.
(Note (1): If this exception applies, no further documentation is required for Section 4.1 of the
Template.)
(Note (2): Where some natural buffer exists but portions of the area within 50 feet of the
surface water are occupied by preexisting development disturbances, you must still comply
with the one of the CGP Part 2.2.1.a compliance alternatives.)
☐ For a “linear construction sites” (defined in Appendix A), site constraints (e.g., limited right-of-way)
make it infeasible to meet any of the CGP Part 2.2.1.a compliance alternatives.
☐ The project qualifies as “small residential lot” construction (defined in Appendix A) (see Appendix
G, Part G.3.2).
☐ For Alternative 1:
☐ For Alternative 2:
☐ Buffer disturbances are authorized under a CWA Section 404 permit.
(Note (1): If this exception applies, no further documentation is required for Section 4.1 of the
Template.)
(Note (2): This exception only applies to the limits of disturbance authorized under the Section
404 permit, and does not apply to any upland portion of the construction project.)
☐ Buffer disturbances will occur for the construction of a water-dependent structure or water access
area (e.g., pier, boat ramp, and trail).
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(Note (1): If this exception applies, no further documentation is required for Section 4.1 of the
Template.)
4.2 Perimeter Controls
General
The perimeter of the project area will be staked with erosion control measures as described below.
Specific Perimeter Controls
SILT FENCE
Description:Silt fence as specified in plan set per Appendix A. Used in areas where there is
possible discharge to any downgradient areas.
Installation Before earth disturbance. Spring 2024.Silt fence to be installed in accordance
with Massachusetts Erosion Control Guide page 146. See DiPrete plans for silt
fence and Class C silt fence details.
Maintenance
Requirements
Built up sediment upgradient of silt fence shall be removed before it has
accumulated to one-half of the above ground height of any perimeter control.
Design
Specifications
See plan set prepared by DiPrete Engineering. All perimeter control is to be
installed with a 10’ minimum offset from toe of slope.
CONSTRUCTION FENCE
Description:Construction Fencing (Orange Fence). Used in areas where silt fence is not required
to demarcate limit of disturbance.
Installation Before earth disturbance.Spring 2024
Maintenance
Requirements
Replace/Repair as necessary to maintain perimeter of site.
Design
Specifications
Industry Standard
INLET PROTECTION
Description:Inlet Protection as specified in plan set per Appendix A
Installation Before earth disturbance.Spring 2024
Maintenance
Requirements
After storm event and at regular intervals, remove sediment from containment
area if more than 1/3 full of sediment.
Design
Specifications
See Plan Set prepared by DiPrete Engineering
Instructions (see CGP Parts 2.2.3 and 7.2.6.b.ii):
―Describe sediment controls that will be used (e.g., silt fences, filter berms, temporary
diversion dikes, or fiber rolls) to meet the Part 2.2.3 requirement to “install sediment
controls along any perimeter areas of the site that will receive pollutant discharges.”
―For linear projects, where you have determined that the use of perimeter controls in
portions of the site is infeasible, document other practices that you will implement.
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4.3 Sediment Track-Out
General
Sediment Track out will comply with CGP Part 2.2.4 per the below:
Specific Track-Out Controls
Construction Entrance
Description:Crushed Stone Construction Access as specified in plan set per Appendix A
Installation At start of construction.Spring 2024 Crushed stone construction access to be
installed in accordance with Massachusetts Erosion Control Guide page 68.
See DiPrete plans for a crushed stone construction detail and location of
proposed Construction Entrance/Exit Access.
Maintenance
Requirements
Top dressing with additional stone or additional length as conditions demand;
Where sediment has been tracked-out from the site onto paved roads,
sidewalks, or other paved areas outside of the site, remove the deposited
sediment by the end of the same business day in which the track-out occurs or
by the end of the next business day if track-out occurs on a non-business day.
Remove the track-out by sweeping, shoveling, or vacuuming these surfaces, or
by using other similarly effective means of sediment removal. Hosing or
sweeping tracked-out sediment into any stormwater conveyance, storm drain
inlet, or water of the U.S. is prohibited.
Design
Specifications
See plan set prepared by DiPrete Engineering
Instructions (see CGP Parts 2.2.4 and 7.2.6.b.iii):
―Describe stormwater controls that will be used to minimize sediment track-out.
―Describe location(s) of vehicle exit(s), procedures to remove accumulated sediment
off-site (e.g., vehicle tracking), and stabilization practices (e.g., stone pads or wash
racks or both) to minimize off-site vehicle tracking of sediment. Also include the design,
installation, and maintenance specifications for each control.
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4.4 Stockpiled Sediment or Soil
General
Stockpiles shall be sited outside the active area of work in an upland area (see “Construction
Support Activities” in Section 2.3) and surrounded by sediment controls.
Specific Stockpile Controls
Silt Fence
Description:Silt fence as specified in the plan set per Appendix A. When located on paved
areas hay bales are to surround stockpiles. Inlet protection is to be used in catchbasins within
proximity of the stockpile as specified in the plan set.
Installation Prior to/at stockpile creation
Maintenance
Requirements
Built up sediment upgradient of silt fence shall be removed before it has
accumulated to one-half of the above-ground height of any perimeter control.
Hosing or sweeping tracked-out sediment into any stormwater conveyance,
storm drain inlet, or water of the U.S. is prohibited. Hay bales are to be cleaned
and maintained in accordance with the Massachusetts Erosion Control Guide.
Design
Specifications
See plan set prepared by DiPrete Engineering. All sediment control is to be
installed with a 10’ minimum offset from toe of slope.
4.5 Minimize Dust
General
Dust will be controlled on-site using surface treatment measures as applicable.
Specific Dust Controls
Water Truck
Description:Water truck as needed
Installation During construction until vegetative cover has been established.
Maintenance
Requirements
N/A
Instructions (see CGP Parts 2.2.5 and 7.2.6):
―Describe stormwater controls and other measures you will take to minimize the
discharge of sediment or soil particles from stockpiled sediment or soil. Include a
description of structural practices (e.g., diversions, berms, ditches, storage basins),
including design, installation, and maintenance specifications, used to divert flows from
stockpiled sediment or soil, retain or detain flows, or otherwise limit exposure and the
discharge of pollutants from stockpiled sediment or soil.
―For piles that will be unused for 14 or more days, describe what cover or other
appropriate temporary stabilization will be used.
―Also, describe any controls or procedures used to minimize exposure resulting from
adding to or removing materials from the pile.
Instructions (see CGP Parts 2.2.6 and 7.2.6):
Describe controls and procedures you will use at your site to minimize the generation of dust.
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Design
Specifications
A water truck shall be available as needed for application of water to control
dust during dry periods.
4.6 Minimize Steep Slope Disturbances
General
See Appendix A, Plan Set prepared by DiPrete Engineering for details on all proposed controls.
Final unrestrained slopes on site will be no steeper than 2:1
Specific Steep Slope Controls
Slope Stabilization
Description:Erosion control blankets, rip rap,slope interrupters, hydroseed bonded fiber matrix,
erosion control mulch, flexible growth medium, or approved equal
Installation As specified on site plans
Maintenance
Requirements
See site plans for details, installation and maintenance requirements.
Design
Specifications
See plan set prepared by DiPrete Engineering
4.7 Topsoil
General
Topsoil shall be stripped from areas to be graded and stockpiled for later use. Stockpile location
shall be subject to approval by the Project Engineer. Silt fence or approved equal shall surround all
topsoil stockpiles. Sediment control to be located at a minimum 10’ offset from toe of slope.
Specific Topsoil Controls
Silt Fence
Description:Silt fence as specified in plan set per Appendix A
Installation Prior to/at stockpile creation Silt fence to be installed in accordance with
Massachusetts Erosion Control Guide page 146. See DiPrete plans for silt fence
and Class C silt fence details.
Instructions (see CGP Parts 2.2.7 and 7.2.6):
―Describe how you will minimize the disturbance to steep slopes (as defined by CGP
Appendix A).
―Describe controls (e.g., erosion control blankets, tackifiers), including design, installation
and maintenance specifications, that will be implemented to minimize sediment
discharges from slope disturbances.
Instructions (see CGP Parts 2.2.8 and 7.2.6):
―Describe how topsoil will be preserved and identify these areas and associated control
measures on your site map(s).
―If it is infeasible for you to preserve topsoil on your site, provide an explanation for why
this is the case.
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Maintenance
Requirements
Built up sediment upgradient of silt fence shall be removed before it has
accumulated to one-half of the above-ground height of any perimeter control.
Hosing or sweeping tracked-out sediment into any stormwater conveyance,
storm drain inlet, or water of the U.S. is prohibited.
Design
Specifications
See plan set prepared by DiPrete Engineering. All sediment control is to be
installed with a 10’ minimum offset from toe of slope.
4.8 Soil Compaction
General
Final vegetative stabilization will occur post general construction. Silt fence shall remain until
stabilization has occurred.
Specific Soil Compaction Controls
Silt Fence
Description:Infiltration area protection
Installation Prior to construction
Maintenance
Requirements
Infiltration area basin is to be staked out at the beginning of construction and
construction traffic avoid this area.
Design
Specifications
See plan set prepared by DiPrete Engineering
4.9 Storm Drain Inlets
General
Sediment controls shall be used at all storm drain inlets within and down gradient of the limits of
work.
Specific Storm Drain Inlet Controls
Inlet Protection
Description:Inlet Protection as specified in plan set per Appendix A
Installation Before earth disturbance. Spring 2024
Instructions (see CGP Parts 2.2.9 and 7.2.6):
―In areas where final vegetative stabilization will occur or where infiltration practices will
be installed, describe the controls, including design, installation, and maintenance
specifications that will be used to restrict vehicle or equipment access or condition the
soil for seeding or planting.
Instructions (see CGP Parts 2.2.10 and 7.2.6):
―Describe controls (e.g., inserts, rock-filled bags, or block and gravel) including design,
installation, and maintenance specifications that will be implemented to protect all
inlets that carry stormwater flow from your site to a water of the U.S., provided you have
the authority to access the storm drain inlet.
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Maintenance
Requirements
After storm event, remove sediment from containment area if more than 1/3
full of sediment. Clean, or remove and replace the protection measures as
sediment accumulates, the filter becomes clogged, and/or performance is
compromised. Where there is evidence of sediment accumulation adjacent to
the inlet protection measure, remove the deposited sediment by the end of
the same business day in which it is found or by the end of the following
business day if removal by the same business day is not feasible.
Design
Specifications
See plan set prepared by DiPrete Engineering for inlet protection detail. Mirafi
fabric is not appropriate or acceptable for inlet protection.
4.10 Stormwater Conveyance Channels
General
Grassed conveyance channel will divert runoff.
Specific Conveyance Channel Controls
Grassed Swale
Description:Grassed Swale
Installation Prior to major earthworks.
Maintenance
Requirements
After storm event, remove sediment from swale area if more than 1/3 full of
sediment.
Design
Specifications
A riprap pad has been provided at the outlet to dissipate energy and return
discharge to sheet flow.
See Plan Set per Appendix A for further specifications.
4.11 Sediment Basins
General
Sediment Basins are not proposed on site. Sediment traps are proposed instead.
Instructions (see CGP Parts 2.2.11 and 7.2.6):
If you will be installing a stormwater conveyance channel, describe control practices (e.g.,
velocity dissipation devices), including design specifications and details (volume, dimensions,
outlet structure), that will be implemented at the construction site.
Instructions (see CGP Parts 2.2.12 and 7.2.6.b.iv):
If you will install a sediment basin, include design specifications and other details (volume,
dimensions, outlet structure) that will be implemented in conformance with CGP Part 2.2.12.
―Sediment basins must be situated outside waters of the U.S. and any natural buffers
established under CGP Part 2.2.1; and designed to avoid collecting water from
wetlands.
―At a minimum, sediment basins provide storage for either (1) the calculated volume of
runoff from the 2-year, 24-hour storm (see CGP App. H), or (2) 3,600 cubic feet per acre
drained
―Sediment basins must also utilize outlet structures that withdraw water from the surface,
unless infeasible
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Sediment control measure as described in this report are deemed adequate to control and
maintain sediment disposition during construction.
Specific Sediment Basin Controls
Sediment Traps are proposed on site.
Description:Sediment Collection.
Installation Prior to Construction Sediment traps to be installed in accordance with
Massachusetts Erosion Control Guide page 152. See DiPrete plans for a
Sediment Trap Detail and locations of proposed Sediment Traps.
Maintenance
Requirements
Set a stake at one-half the design depth. This will be the “cleanout level”.
Remove sediment when it has accumulated to one-half the design depth.
Design
Specifications
See plan set prepared by DiPrete Engineering for sediment trap details and
locations.
4.12 Chemical Treatment
Soil Types
List all the soil types (including soil types expected to be found in fill material) that are expected to be
exposed during construction in areas of the project that will drain to chemical treatment systems:N/A
Treatment Chemicals
List all treatment chemicals that will be used at the site and explain why these chemicals are suited to the
soil characteristics: N/A
Describe the dosage of all treatment chemicals you will use at the site or the methodology you will use to
determine dosage: N/A
Provide information from any applicable Safety Data Sheets (SDS): N/A
Describe how each of the chemicals will stored: N/A
Include references to applicable state or local requirements affecting the use of treatment chemicals,
and copies of applicable manufacturer’s specifications regarding the use of your specific treatment
chemicals and/or chemical treatment systems: N/A
Special Controls for Cationic Treatment Chemicals (if applicable)
If the applicable EPA Regional Office authorized you to use cationic treatment chemicals, include the
official EPA authorization letter or other communication, and identify the specific controls and
implementation procedures designed to ensure that your use of cationic treatment chemicals will not
lead to an exceedance of water quality standards: N/A
Schematic Drawings of Stormwater Controls/Chemical Treatment Systems
Provide schematic drawings of any chemically-enhanced stormwater controls or chemical treatment
systems to be used for application of treatment chemicals: N/A
Training
Describe the training that personnel who handle and apply chemicals have received prior to permit
coverage, or will receive prior to the use of treatment chemicals: N/A
Instructions (see CGP Parts 2.2.13 and 7.2.6.v):
If you are using treatment chemicals at your site, provide details for each of the items below.
This information is required as part of the SWPPP requirements in CGP Part 7.2.6.v.
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4.13 Dewatering Practices
General
The dewatering of non-contaminated non-stormwater (i.e. groundwater) or accumulated
precipitation discharge of sediment-laden water into storm drains, streams, lakes or wetlands prior
to sediment removal is prohibited. Sediment Traps and Sediment Basins shall be installed and
maintained to comply with CGP Part 2.1.3.4.
Specific Dewatering Practices
Dewatering practice
Description:Dewatering of non-contaminated stormwater
Installation Start of construction or upon commencement of dewatering operations.
Maintenance
Requirements
With backwash water, either haul it away for disposal or return it to the
beginning of the treatment process; and replace and clean the filter media
used in dewatering devices when the pressure differential equals or exceeds
the manufacturer’s specifications.
Deep excavations should be scheduled to avoid times of year with seasonal
high groundwater levels, allowing most dewatering to be avoided on the site.
If the need for dewatering is encountered, contractor is to follow EPA
guidelines for dewatering, https://www.epa.gov/eg/construction-and-
development-effluent-guidelines
Design
Specifications
See plan set prepared by DiPrete Engineering
4.14 Other Stormwater Controls
General
Sediment Traps shall collect and control stormwater and sediments from construction activities
within the limit of work. Sediment traps shall contain an emergency spillway.
Specific Stormwater Control Practices
Sediment Trap
Description:Sediment Trap as specified in plan set per Appendix A
Installation Clear, grub and strip dam location. Install “Sediment Storage” stake with a
marker at one half design depth.
Instructions (see CGP Parts 2.4 and 7.2.6):
If you will be discharging ground water or accumulated stormwater that is removed from
excavations, trenches, foundations, vaults, or other similar points of accumulation, include
design specifications and details of all dewatering practices that are installed and
maintained to comply with CGP Part 2.4.
Instructions:
―Describe any other stormwater controls that do not fit into the above categories.
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Maintenance
Requirements
Check embankment and emergency spillway for erosion damage. Remove
sediment when it has accumulated to one-half the design depth and restore
the trap to its original dimensions. Dewater if necessary.
Design
Specifications
See plan set per Appendix A
4.15 Site Stabilization
Total Amount of Land Disturbance Occurring at Any One Time
☒Five Acres or less
☐More than Five Acres
Use this template box if you are not located in an arid, semi-arid, or drought-stricken area
Vegetative Cover
☒Vegetative ☐Non-Vegetative
☐Temporary ☐Permanent
Description:
Vegetative Cover
Installation Seed or mulch exposed areas as described below from commencement to
end of construction as activities cease in the applicable areas. Vegetative
cover/ mulch to be installed in accordance with Massachusetts Erosion Control
Guide page 243.
Completion Before site demobilization.
Maintenance
Requirements
Contractor shall be responsible for re-seeding any un-stabilized areas
after activities have ceased in the area until the end of earth disturbing
activities for the site.
When earth disturbing activities have temporarily or permanently
ceased, all exposed earth shall immediately be either mulched or
seeded with grass or planted
Instructions (see CGP Parts 2.2.14 and 7.2.6.vi):
The CGP requires you to immediately initiate stabilization when work in an area of your site
has permanently or temporarily stopped, and to complete certain stabilization activities
within prescribed deadlines. Construction projects disturbing more than 5 acres at any one
time have a different deadline than projects disturbing 5 acres or less at any one time. See
CGP Part 2.2.14.a. The CGP also requires that stabilization measures meet certain minimum
criteria. See CGP Part 2.2.14.b. For your SWPPP, you must include the following:
―Describe the specific vegetative and/or non-vegetative practices that will be used to
stabilize exposed soils where construction activities have temporarily or permanently
ceased. Avoid using impervious surfaces for stabilization whenever possible.
―The stabilization deadline(s) that will be met in accordance with Part 2.2.14.a
―Once you begin construction, consider using the Grading/Stabilization Activities log in
Appendix H of the Template to document your compliance with the stabilization
requirements in CGP Part 2.2.14.
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The above shall be commenced as soon as practicable but no later
than the end of the next work day following the day when earth
disturbing activities have temporarily ceased.
The above shall be completed no later than 14 calendar days after the
initiation of site stabilization measures.
All areas not covered by permanent structures must achieve uniform,
perennial vegetation of at least 70 percent cover.
Design
Specifications
See plan set prepared by DiPrete Engineering. Design specs to be in
accordance with Massachusetts Erosion Control Guide page 243.
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SECTION 5: POLLUTION PREVENTION STANDARDS
5.1 Potential Sources of Pollution
Construction Site Pollutants
Pollutant-Generating Activity
Pollutants or Pollutant
Constituents
(that could be discharged if
exposed to stormwater)
Location on Site
(or reference SWPPP site map
where this is shown)
Construction entrance Sediment At construction entrance
Clearing, grading,
excavating, and un-
stabilized areas
Sediment; Trash/Debris Areas within the limit of work
Installation of stormwater
drainage systems
Products from construction
vehicles Locations vary on site
Disturbing then re-paving of
disturbed areas
Asphalt and products from
construction vehicles Areas within the limit of work
Concrete washout and
waste
Heavy metals; pH;
Trash/Debris Designated washout areas
Demolition and debris
disposal Sediment; Nutrients Where needed
Material delivery and
storage
Sediment; Nutrients; Heavy
metals; pH; Oil/Grease;
Pesticides/Herbicides;
Trash/Debris; Toxic chemicals
Designated staging areas
Material use during building
process
Nutrients; Heavy metals; pH;
Pesticides/Herbicides;
Oil/Grease; Trash/Debris;
Toxic chemicals
Areas within the limit of work
Contaminated spills
Nutrients; Heavy metals; pH;
Pesticides/Herbicides;
Oil/Grease; Toxic chemicals
Areas within the limit of work
Vehicle/equipment fueling,
storage and maintenance Oil/Grease; Toxic chemicals Areas within the limit of work
Instructions (see CGP Part 7.2.3.g):
―Identify and describe all pollutant-generating activities at your site (e.g., paving
operations; concrete, paint, and stucco washout and waste disposal; solid waste
storage and disposal).
―For each pollutant-generating activity, include an inventory of pollutants or pollutant
constituents associated with that activity (e.g., sediment, fertilizers, and/or pesticides,
paints, solvents, fuels), which could be exposed to rainfall or snowmelt, and could be
discharged from your construction site. You must take into account where potential
spills and leaks could occur that contribute pollutants to stormwater discharges, and
any known hazardous or toxic substances, such as PCBs and asbestos, that will be
disturbed or removed during construction.
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Pollutant-Generating Activity
Pollutants or Pollutant
Constituents
(that could be discharged if
exposed to stormwater)
Location on Site
(or reference SWPPP site map
where this is shown)
Solid waste/trash/debris Trash/Debris; Toxic Chemicals Designated staging areas
[Include additional rows as necessary.]
5.2 Spill Prevention and Response
Spills and leaks shall be avoided through frequent inspection of equipment and material storage
areas. Heavy equipment and other vehicles shall be routinely inspected for leaks and repaired
as necessary. Material storage areas shall be routinely inspected for leaky containers, open
containers, or improper storage techniques that may lead to spills or leaks. Appropriate cleanup
procedures and supplies shall be available on-site and should be clearly marked so that all
personnel can locate and access these supplies quickly.
Spills shall be cleaned up immediately and following proper response procedures and in
accordance with any applicable regulatory requirements. At no time shall spills be cleaned and
flushed down storm drains or into any environmentally sensitive are (i.e. stream, pond, wetland).
Equipment/vehicle fueling and repair/maintenance operations or hazardous material storage
shall not take place within regulated wetlands or buffer zone areas. Designated areas shall be
approved by the site owner.
Spill response for liquid waste must be used when responding to hydrocarbon spills on site and
should not be performed without the appropriate PPE equipment.
The construction site supervisor will create and adopt a spill control plan that includes measures
to stop the source of the spill, contain the spill, clean up the spill, dispose of materials
contaminated by the spill, and identify and train personnel responsible for spill prevention and
control. The following measures will be appropriate for a spill prevention and response plan.
1)Store and handle materials to prevent spills.
Instructions (see CGP Parts 2.3.6 and 7.2.6.vii):
―Describe procedures you will use to prevent and respond to leaks, spills, and other
releases. You must implement the following at a minimum:
Procedures for expeditiously stopping, containing, and cleaning up spills, leaks, and
other releases. Identify the name or title of the employee(s) responsible for
detection and response of spills or leaks; and
Procedures for notification of appropriate facility personnel, emergency response
agencies, and regulatory agencies where a leak, spill, or other release containing a
hazardous substance or oil in an amount equal to or in excess of a reportable
quantity consistent with Part 2.3.6 and established under either 40 CFR Part 110, 40
CFR Part 117, or 40 CFR Part 302, occurs during a 24-hour period. Contact
information must be in locations that are readily accessible and available.
―Some projects/site may be required to develop a Spill Prevention Control and
Countermeasure (SPCC) plan under a separate regulatory program (40 CFR 112). If
you are required to develop an SPCC plan, or you already have one, you should
include references to the relevant requirements from your plan.
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a)Tightly seal containers.
b)Make sure all containers are clearly labeled.
c)Stack containers neatly and securely.
2)Reduce stormwater contact if there is a spill.
a)Have cleanup procedures clearly posted.
b)Have cleanup materials readily available.
c)Contain any liquid.
d)Stop the source of the spill.
e)Cover spill with absorbent materials such as kitty litter or sawdust.
3)At no time shall spills be cleaned and/or flushed down storm drains or to any environmentally
sensitive area (stream, pond, wetlands, etc.).
4)Dispose of contaminated materials according to manufacturer’s instructions or according to
State or local requirements.
5)Equipment/vehicle fueling and repair/maintenance operations or hazardous material
storage.
6)Identify personnel responsible for responding to a spill of toxic or hazardous materials.
a)Provide personnel spill response training.
b)Post names of spill response personnel.
c)Keep the spill area well ventilated.
d)If necessary, use a private firm that specializes in spill cleanup.
7)Spills that exceed Reportable Quantity (RQ) levels or reportable materials must be reported
and documented.
a)Notify the Middleborough Fire Department and the Emergency Response Section at the
Massachusetts Department of Environmental Protection (1-888-304-1133) as soon as there
is knowledge of the spill.
b)Notify the permitting authority in writing within 5 days.
The SWPPP must be modified within 14-days to provide a description of the release, the
circumstances leading to the release and the date of the release.
5.3 Fueling and Maintenance of Equipment or Vehicles
General
Oil, gasoline, lubricants, and asphaltic substances such as paving materials are considered
petroleum products. Petroleum products will most likely be used in areas where road construction
Instructions (see CGP Parts 2.3.1 and 7.2.6):
―Describe equipment/vehicle fueling and maintenance practices that will be
implemented to eliminate the discharge of spilled or leaked chemicals (e.g., providing
secondary containment (examples: spill berms, decks, spill containment pallets)and
cover where appropriate, and/or having spill kits readily available.)
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of some type is occurring and at vehicle storage areas or areas of on-site fueling or equipment
maintenance. The following practices should be utilized to reduce the pollution risks from using
petroleum products.
Vehicle maintenance shall occur off-site, or in designated areas depicted on the Approved Plans
or approved of by the site owner. Vehicle washing is to only occur off-site. Maintenance areas
shall not be within regulated wetlands or buffer zone areas, or within 50-feet of the storm drain
system. Maintenance areas shall be clearly designated, and berms, sandbags, or other barriers
shall be used around the perimeter of the maintenance area to prevent stormwater
contamination.
Construction vehicles shall be inspected frequently for leaks. Repairs shall take place immediately.
Disposal of all used oil, antifreeze, solvents and other automotive related chemicals shall be
according to applicable regulations; at no time shall any material be washed down the storm
drain or into any environmentally sensitive area.
Specific Pollution Prevention Practices
Pollution Prevention
Description:Chemical/Discharge Spill Clean Up
Installation Have equipment to contain and clean up petroleum spills in fuel storage areas
or on-board maintenance and fueling vehicles. Where possible, store
petroleum products and fuel vehicles in covered areas and construct dikes to
contain any spills.
Maintenance
Requirements
Preventive maintenance for on-site equipment should be done to prevent
leakage. This may include checking for and fixing gas or oil leaks in
construction vehicles on a regular basis. Proper application of asphaltic
substances (see manufacturers’ instructions) will also reduce the risk of a spill.
Contain and clean up petroleum spills immediately. In the case of a petroleum
or fuel spill secondary containment shall be used.
Design
Specifications
N/A
[Repeat as needed.]
5.4 Washing of Equipment and Vehicles
General
Vehicle washing shall occur off-site.
Instructions (see CGP Parts 2.3.2 and 7.2.6):
―Describe equipment/vehicle washing practices that will be used to minimize the
discharge of pollutants from equipment and vehicle washing, wheel wash water, and
other types of wash waters (e.g., locating activities away from waters of the U.S. and
stormwater inlets or conveyances and directing wash waters to a sediment basin or
sediment trap, using filtration devices, such as filter bags or sand filters, or using other
similarly effective controls).
―Describe how you will prevent the discharge of soaps, detergents, or solvents by
providing either (1) cover (examples:plastic sheeting or temporary roofs) to prevent
these detergents from coming into contact with rainwater, or (2) a similarly effective
means designed to prevent the discharge of pollutants from these areas.
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Specific Pollution Prevention Practices
N/A
5.5 Storage, Handling, and Disposal of Building Products, Materials, and Wastes
5.5.1 Building Products
(Note: Examples include asphalt sealants, copper flashing, roofing materials, adhesives, concrete
admixtures, and gravel and mulch stockpiles.)
General
An inventory will be kept of all reportable materials and all materials with a reportable quantity on
site. There will be neat and orderly storage of hazardous materials. Regular garbage, rubbish,
construction waste and sanitary waste disposal will be employed. There will be prompt cleanup of
any spills, either liquid or dry materials. The following practices will be used to avoid problems
associated with the disposal of hazardous materials.
Specific Pollution Prevention Practices
Building Product Materials and Waste
Description:Pollution Prevention Practices
Installation During construction period
Maintenance
Requirements
Check with local waste management authorities to determine what the
requirements are for disposing of hazardous materials. Use the entire product
before disposing of the container. Do not remove the original product label
from the container, since it contains important information. If surplus products
must be disposed, do not mix products together unless specifically
recommended by the manufacturer. The correct method of disposal of
hazardous materials varies with the product use. Follow the manufacturer’s
recommended method, which is often found on the label.
Design
Specifications
N/A
Waste Disposal
Description:Pollution Prevention Practices
Installation During construction period
Maintenance
Requirements
A waste collection area shall be designated on the site that does not receive a
substantial amount of runoff from upland areas and does not drain directly to a
waterbody or storm drain. All waste containers shall be covered to avoid
contact with wind and precipitation. Waste collection shall be scheduled
frequently enough to prevent containers from overfilling. All construction site
wastes shall be collected, removed and disposed of in accordance with
applicable regulatory requirements and only at authorized disposal sites.
Instructions (see CGP Parts 2.3.3 and 7.2.6):
―For any of the types of building products, materials, and wastes below in Sections 5.5.1-
5.5.6 below that you expect to use or store at your site, provide the information on how
you will comply with the corresponding CGP provision and the specific practices that
you will be employ.
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Equipment and containers shall be checked for leaks, corrosion, support or
foundation failure, or other signs of deterioration. Those that are found to be
defective shall be immediately repaired and replaced.
Design
Specifications
N/A
5.5.2 Pesticides, Herbicides, Insecticides, Fertilizers, and Landscape Materials
General
Pesticides may include but are not limited to insecticides, rodenticides, and herbicides. The
following practices should be utilized to reduce the risks of using pesticides.
Specific Pollution Prevention Practices
Landscape Based
Description:Pollution Prevention Practices
Installation During construction period
Maintenance
Requirements
Handle the materials as infrequently as possible. Observe all applicable
Federal, State and local regulations when using, handling, or disposing of these
materials. Cover storage areas to prevent chemicals from coming into contact
with rainwater.
Design
Specifications
N/A
[Repeat as needed.]
5.5.3 Diesel Fuel, Oil, Hydraulic Fluids, Other Petroleum Products, and Other Chemicals
General
Oil, gasoline, lubricants and asphaltic substances, such as paving materials, are considered
petroleum products. Petroleum products will most likely be used in areas where road construction
of some type is occurring and at vehicle storage areas or areas of on-site fueling or equipment
maintenance. The following practices should be utilized to reduce the pollution risks from using
petroleum products.
Specific Pollution Prevention Practices
Fuel, Oils & Chemicals
Description:Diesel Fuel, Oil, Hydraulic Fluids, Other Petroleum Spill Cleanup
Installation During construction period
Maintenance
Requirements
Preventive maintenance for on-site equipment should be done to prevent
leakage. This may include checking for and fixing gas or oil leaks in
construction vehicles on a regular basis. Have equipment to contain and clean
up petroleum spills in fuel storage areas or on-board maintenance and fueling
vehicles. Store petroleum products and fuel vehicles in covered areas and
construct dikes to contain any spills. These materials require secondary
containment. Contain and clean up petroleum spills immediately. Cover
storage areas to prevent chemicals from coming into contact with rainwater.
Design
Specifications
N/A
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[Repeat as needed.]
5.5.4 Hazardous or Toxic Waste
(Note: Examples include paints, solvents, petroleum-based products, wood preservatives, additives,
curing compounds, acids.)
General
Hazardous Products may include but are not limited to paints, acids for cleaning masonry
surfaces, cleaning solvents, and concrete curing compounds and additives. The following
practices will help to avoid pollution of stormwater by these products.
Specific Pollution Prevention Practices
Hazardous & Toxic Waste prevention
Description:Hazardous Product Waste Prevention and Containment
Installation During construction period
Maintenance
Requirements
Keep materials in a dry covered area. Have equipment to contain and clean
up spills of hazardous materials in the areas where these materials are stored or
used. Contain and clean up spills immediately after they occur.
Design
Specifications
N/A
[Repeat as needed.]
5.5.5 Construction and Domestic Waste
(Note: Examples include packaging materials, scrap construction materials, masonry products, timber,
pipe and electrical cuttings, plastics, styrofoam, concrete, and other trash or building materials.)
General
This disposal of building materials and other construction site wastes will be managed carefully.
Construction Wastes that may be encountered on-site include the following:
o Trees and shrubs removed during clearing and grubbing.
o Packaging materials (including wood, paper, plastic, etc.).
o Scrap or surplus building materials (scrap metals, rubber, plastic and glass pieces, masonry
products, and other solid waste materials).
o Paints and paint thinners.
Specific Pollution Prevention Practices
Construction and Domestic Waste Prevention
Description:Pollution Prevention Practices
Installation During construction period
Maintenance
Requirements
A waste collection area shall be designated on the site that does not receive a
substantial amount of runoff from upland areas and does not drain directly to a
waterbody or storm drain. All waste containers shall be covered to avoid
contact with wind and precipitation. Waste collection shall be scheduled
frequently enough to prevent containers from overfilling. All construction site
wastes shall be collected, removed and disposed of in accordance with
applicable regulatory requirements and only at authorized disposal sites.
Equipment and containers shall be checked for leaks, corrosion, support or
foundation failure, or other signs of deterioration. Those that are found to be
defective shall be immediately repaired or replaced.
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Design
Specifications
See Plan Set per Appendix A
[Repeat as needed.]
5.5.6 Sanitary Waste
General
There will be sanitary waste from workers during construction activities that will be confined to
temporary facilities. Domestic waste haulers licensed by the State of Massachusetts will be
contracted to regularly remove the sanitary waste and to maintain the facilities in good working
order. Portable toilets are to be positioned so that they are secure and will not be tipped or
knocked over.
5.6 Washing of Applicators and Containers used for Paint, Concrete or Other Materials
General
Concrete washout area shall be provided as needed in an upland location within the limit of
work.
Specific Pollution Prevention Practices
Concrete Washout Area
Description:See Plan Set per Appendix A
Installation Washout Area shall be installed as needed when concrete is used on-site.
Choose an upland location within the limit of work, surround the area with filter
socks, line with poly liner, and sign the area as “Concrete Washout”. Locate
any washout or cleanout activities as far away as possible from surface waters
and stormwater inlets or conveyances.
Maintenance
Requirements
Dispose of material at an approved off-site location when height of the
concrete material reaches half the height of the filter socks. All tools used for
concrete placement shall be washed into the washout area.
Design
Specifications
See Plan Set prepared by DiPrete Engineering
5.7 Fertilizers
General
Instructions (see CGP Parts 2.3.4 and 7.2.6):
―Describe how you will comply with the CGP Part 2.3.4 requirement for washing
applications and containers.
Instructions (CGP Parts 2.3.5 and 7.2.6.ix):
Describe how you will comply with the CGP Part 2.3.5 requirement for the application of
fertilizers.
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Fertilizers and detergents contain nutrients, such as phosphorous and nitrogen, which can
contribute to water pollution. The following practices should be utilized to reduce the risks of using
fertilizers/detergent products.
Specific Pollution Prevention Practices
Fertilizer
Description:
Installation During construction period
Maintenance
Requirements
Limit the application of fertilizers to the minimum area and the minimum
recommended amounts. Reduce the exposure of nutrients to stormwater runoff
by working the fertilizer deep into the soil (depth of 4 to 6 inches) instead of
letting it remain on the surface. Apply fertilizer more frequently, but at lower
application rates. Hydro-seeding where lime and fertilizers are applied to the
ground surface in one application should be limited where possible. Limit the
use of detergents on-site; wash water containing detergents should not be
discharged into the stormwater system. Apply fertilizer and use detergents only
in the recommended manner and only in recommended amounts.
Design
Specifications
N/A
[Repeat as needed for individual fertilizer practices.]
5.8 Other Pollution Prevention Practices
General
N/A
Instructions:
Describe any additional pollution prevention practices that do not fit into the above
categories.
―
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SECTION 6: INSPECTION, MAINTENANCE, AND CORRECTIVE ACTION
6.1 Inspection Personnel and Procedures
Personnel Responsible for Inspections
TO BE DETERMINED
INSERT NAMES OF PERSONNEL OR TYPES OF PERSONNEL WHO WILL BE CONDUCTING SITE
INSPECTIONS HERE
Note:All personnel conducting inspections must be considered a “qualified person.” CGP
Part 4.1 clarifies that a “qualified person” is a person knowledgeable in the principles and
practices of erosion and sediment controls and pollution prevention, who possesses the
appropriate skills and training to assess conditions at the construction site that could impact
stormwater quality, and the appropriate skills and training to assess the effectiveness of any
stormwater controls selected and installed to meet the requirements of this permit.
Inspection Schedule
Select the inspection frequency(ies) that applies, based on CGP Parts 4.2, 4.3, or 4.4
(Note: you may be subject to different inspection frequencies in different areas of the site. Check all that apply)
Standard Frequency:
☐Every 7 days
☒Every 14 days and within 24 hours of a 0.25” rain or the occurrence of runoff from snowmelt
sufficient to cause a discharge
Increased Frequency (if applicable):
For areas of sites discharging to sediment or nutrient-impaired waters or to waters designated as
Tier 2, Tier 2.5, or Tier 3
☐Every 7 days and within 24 hours of a 0.25” rain
Reduced Frequency (if applicable)
For stabilized areas
☒Twice during first month, no more than 14 calendar days apart; then once per month after
first month;
SPECIFY LOCATIONS WHERE STABILIZATION STEPS HAVE BEEN COMPLETED
INSERT DATE THAT THEY WERE COMPLETED
(Note: It is likely that you will not be able to include this in your initial SWPPP. If you
qualify for this reduction (see CGP Part 4.4.1), you will need to modify your SWPPP to
include this information.)
For stabilized areas on “linear construction sites”
☐Twice during first month, no more than 14 calendar days apart; then once more within 24
hours of a 0.25” rain
SPECIFY LOCATIONS WHERE STABILIZATION STEPS HAVE BEEN COMPLETED
INSERT DATE THAT THEY WERE COMPLETED
Instructions (see CGP Parts 3.2, 4, 5, and 7.2.7):
Describe the procedures you will follow for conducting inspections in accordance with CGP
Parts 3.2, 4, 5, and 7.2.7.
Stormwater Pollution Prevention Plan (SWPPP)
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EPA SWPPP Template, Version 2.1 40
(Note: It is likely that you will not be able to include this in your initial SWPPP. If you
qualify for this reduction (see CGP Part 4.4.1), you will need to modify your SWPPP to
include this information.)
For arid, semi-arid, or drought-stricken areas during seasonally dry periods or during drought
☐Once per month and within 24 hours of a 0.25” rain
Insert beginning and ending dates of the seasonally-defined dry period for your area or the valid
period of drought:
Beginning date of seasonally dry period: INSERT APPROXIMATE DATE
Ending date of seasonally dry period: INSERT APPROXIMATE DATE
For frozen conditions where earth-disturbing activities are being conducted
☒Once per month
Insert beginning and ending dates of frozen conditions on your site:
Beginning date of frozen conditions: INSERT APPROXIMATE DATE
Ending date of frozen conditions: INSERT APPROXIMATE DATE
Rain Gauge Location (if applicable)
Seehttps://www.wunderground.com/weather/us/ma/hyannis/02601 for the nearest station
location.
Hyannis Park Station, Hyannis, MA
Inspection Report Forms
See Appendix D
(Note: EPA has developed a sample inspection form that CGP operators can use. The form is
available at https://www.epa.gov/npdes/stormwater-discharges-construction-
activities#resources)
Stormwater Pollution Prevention Plan (SWPPP)
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EPA SWPPP Template, Version 2.1 41
6.2 Corrective Action
Personnel Responsible for Corrective Actions
TO BE DETERMINED
INSERT NAMES OF PERSONNEL OR TYPES OF PERSONNEL RESPONSIBLE FOR CORRECTIVE
ACTIONS
Corrective Action Forms
See Appendix E
(Note: EPA has developed a sample corrective action form that CGP operators can use. The
form is available at https://www.epa.gov/npdes/stormwater-discharges-construction-
activities#resources)
6.3 Delegation of Authority
Duly Authorized Representative(s) or Position(s):
TO BE DETERMINED
Insert Company or Organization Name
Insert Name
Insert Position
Insert Address
Insert City, State, Zip Code
Insert Telephone Number
Insert Fax/Email
Instructions (CGP Parts 5 and 7.2.7):
―Describe the procedures for taking corrective action in compliance with CGP Part 5.
Instructions:
―Identify the individual(s) or positions within the company who have been delegated
authority to sign inspection reports.
―Attach a copy of the signed delegation of authority (see example in Appendix J of the
Template.)
―For more on this topic, see Appendix I, Subsection 11 of EPA’s CGP.
Stormwater Pollution Prevention Plan (SWPPP)
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EPA SWPPP Template, Version 2.1 42
SECTION 7: TRAINING
Table 7-1: Documentation for Completion of Training
Name Describe Training Date Training Completed
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
INSERT NAME OF PERSONNEL INSERT COMPLETION DATE
Instructions (see CGP Part 6 and 7.2.8):
―Complete the table below to provide documentation that the personnel required to be
trained in CGP Part 6 completed the appropriate training
―If personnel will be taking course training (which is not required as part of the CGP),
consider using Appendix I of this SWPPP template to track completion of this training
―The following personnel, at a minimum, must receive training, and therefore should be
listed out individually in the table below:
Personnel who are responsible for the design, installation, maintenance,
and/or repair of stormwater controls (including pollution prevention measures);
Personnel responsible for the application and storage of treatment chemicals
(if applicable);
Personnel who are responsible for conducting inspections as required in Part
4.1; and
Personnel who are responsible for taking corrective actions as required in Part
5.
―CGP Part 6 requires that the required personnel must be trained to understand the
following if related to the scope of their job duties:
The permit deadlines associated with installation, maintenance, and removal of
stormwater controls and with stabilization;
The location of all stormwater controls on the site required by this permit, and how
they are to be maintained;
The proper procedures to follow with respect to the permit’s pollution prevention
requirements; and
When and how to conduct inspections, record applicable findings, and take
corrective actions.
Stormwater Pollution Prevention Plan (SWPPP)
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EPA SWPPP Template, Version 2.1 43
SECTION 8: CERTIFICATION AND NOTIFICATION
I certify under penalty of law that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gathered
and evaluated the information submitted. Based on my inquiry of the person or persons who manage the
system, or those persons directly responsible for gathering the information, the information submitted is, to
the best of my knowledge and belief, true, accurate, and complete. I have no personal knowledge that
the information submitted is other than true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and imprisonment for
knowing violations.
Name:Brandon Carr, P.E., LEED AP Title: Project Manager
Signature: Date:
[Repeat as needed for multiple construction operators at the site.]
Instructions (CGP Appendix I, Part I.11.b):
―The following certification statement must be signed and dated by a person who meets
the requirements of Appendix I, Part I.11.b.
―This certification must be re-signed in the event of a SWPPP Modification.
Stormwater Pollution Prevention Plan (SWPPP)
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SWPPP APPENDICES
Attach the following documentation to the SWPPP:
Appendix A – Site Maps
Appendix B – Copy of 2017 CGP
(Note: The 2017 CGP is available at https://www.epa.gov/npdes/epas-2017-construction-
general-permit-cgp-and-related-documents)
Appendix C – NOI and EPA Authorization Email
Appendix D – Inspection Form
(Note: EPA has developed a sample inspection form that CGP operators can use. The form
is available at https://www.epa.gov/npdes/stormwater-discharges-construction-
activities#resources)
Appendix E – Corrective Action Form
(Note: EPA has developed a sample corrective action form that CGP operators can use.
The form is available at https://www.epa.gov/npdes/stormwater-discharges-construction-
activities#resources)
Appendix F – SWPPP Amendment Log
Appendix G – Subcontractor Certifications/Agreements
Appendix H – Grading and Stabilization Activities Log
Appendix I – Training Log
Appendix J – Delegation of Authority
Appendix K – Endangered Species Documentation
Appendix L – Historic Preservation Documentation
Appendix M – Rainfall Gauge Recording
Appendix N – Sediment Trap Calculations
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix A – Site Maps
See site plans entitled “Stevens Street Multi-Family” by DiPrete Engineering (latest edition).
A full size set of the latest edition plans must be kept onsite for reference at all times during
construction.
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix B – Copy of 2017 CGP
(Note: The 2017 CGP is available at https://www.epa.gov/npdes/epas-2017-construction-
general-permit-cgp-and-related-documents)
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix C – Copy of NOI and EPA Authorization email
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix D – Copy of Inspection Form
(Note: EPA has developed a sample inspection form that CGP operators can use. The form is
available at https://www.epa.gov/npdes/stormwater-discharges-construction-
activities#resources)
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix E – Copy of Corrective Action Form
(Note: EPA has developed a sample corrective action form that CGP operators can use. The
form is available at https://www.epa.gov/npdes/stormwater-discharges-construction-
activities#resources)
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix F –Sample SWPPP Amendment Log
No.Description of the Amendment Date of
Amendment
Amendment Prepared by
[Name(s) and Title]
INSERT DATE
INSERT DATE
INSERT DATE
INSERT DATE
INSERT DATE
INSERT DATE
INSERT DATE
INSERT DATE
Instructions (see CGP Part 7.4):
―Create a log here of changes and updates to the SWPPP. You may use the table
below to track these modifications.
―SWPPP modifications are required pursuant to CGP Part 7.4.1 in the following
circumstances:
Whenever new operators become active in construction activities on your site, or
you make changes to your construction plans, stormwater controls, or other
activities at your site that are no longer accurately reflected in your SWPPP;
To reflect areas on your site map where operational control has been transferred
(and the date of transfer) since initiating permit coverage;
If inspections or investigations determine that SWPPP modifications are necessary
for compliance with this permit;
Where EPA determines it is necessary to install and/or implement additional
controls at your site in order to meet requirements of the permit; and
―To reflect any revisions to applicable federal, state, tribal, or local requirements that
affect the stormwater control measures implemented at the site.
―If applicable, if a change in chemical treatment systems or chemically-enhanced
stormwater control is made, including use of a different treatment chemical, different
dosage rate, or different area of application.
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix G –Sample Subcontractor Certifications/Agreements
SUBCONTRACTOR CERTIFICATION
STORMWATER POLLUTION PREVENTION PLAN
Project Number:
Project Title:
Operator(s):
As a subcontractor, you are required to comply with the Stormwater Pollution Prevention Plan
(SWPPP) for any work that you perform on-site. Any person or group who violates any condition
of the SWPPP may be subject to substantial penalties or loss of contract. You are encouraged to
advise each of your employees working on this project of the requirements of the SWPPP. A
copy of the SWPPP is available for your review at the office trailer.
Each subcontractor engaged in activities at the construction site that could impact stormwater
must be identified and sign the following certification statement:
I certify under the penalty of law that I have read and understand the terms and conditions of
the SWPPP for the above designated project and agree to follow the practices described in the
SWPPP.
This certification is hereby signed in reference to the above named project:
Company:
Address:
Telephone Number:
Type of construction service to be provided:
Signature:
Title:
Date:
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix H –Sample Grading and Stabilization Activities Log
Date
Grading
Activity
Initiated
Description of Grading Activity Description of Stabilization Measure
and Location
Date Grading
Activity Ceased
(Indicate
Temporary or
Permanent)
Date When
Stabilization
Measures
Initiated
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
INSERT DATE INSERT DATE
☐Temporary
☐Permanent
INSERT DATE
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix I –Sample SWPPP Training Log
Stormwater Pollution Prevention Training Log
Project Name:
Project Location:
Instructor’s Name(s):
Instructor’s Title(s):
Course Location: Date:
Course Length (hours):
Stormwater Training Topic:(check as appropriate)
☐Sediment and Erosion Controls ☐Emergency Procedures
☐Stabilization Controls ☐Inspections/Corrective Actions
☐Pollution Prevention Measures
Specific Training Objective:
Attendee Roster:(attach additional pages as necessary)
No. Name of Attendee Company
1
2
3
4
5
6
7
8
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix J –Sample Delegation of Authority Form
Delegation of Authority
I, _______________________ (name), hereby designate the person or specifically described position
below to be a duly authorized representative for the purpose of overseeing compliance with
environmental requirements, including the Construction General Permit (CGP), at the
____________________________________ construction site. The designee is authorized to sign any
reports, stormwater pollution prevention plans and all other documents required by the permit.
________________________________________ (name of person or position)
________________________________________ (company)
________________________________________ (address)
________________________________________ (city, state, zip)
________________________________________ (phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation
as set forth in Appendix I of EPA’s CGP, and that the designee above meets the definition of a
“duly authorized representative” as set forth in Appendix I.
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person
or persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I have no personal knowledge that the information submitted is other
than true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for knowing
violations.
Name:
Company:
Title:
Signature:
Date:
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix K – Endangered Species Documentation
See website listed in Section 3.1
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix L – Historic Properties Documentation
N/A
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix M – Rainfall Gauge Recording
Use the table below to record the rainfall gauge readings at the beginning and end of each
work day. An example table follows.
Month/Year Month/Year Month/Year
Day Start time End time Day Start time End time Day Start time End time
1 1 1
2 2 2
3 3 3
4 4 4
5 5 5
6 6 6
7 7 7
8 8 8
9 9 9
10 10 10
11 11 11
12 12 12
13 13 13
14 14 14
15 15 15
16 16 16
17 17 17
18 18 18
19 19 19
20 20 20
21 21 21
22 22 22
23 23 23
24 24 24
25 25 25
26 26 26
27 27 27
28 28 28
29 29 29
30 30 30
31 31 31
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Example Rainfall Gauge Recording
April 2017 May 2017 June 2017
Day 7:00 am 4:400 pm Day 7:00 am 4:00 pm Day 7:00 am 4:00 pm
1 ----1 0.2 0 1 0 0.4
2 ----2 0 0 2 0 0
3 0 0 3 0.1 0.3 3 ----
4 0 0.3 4 0 0 4 ----
5 0 0 5 0 0 5 0 0
In this example (for only partial months), 0.25-inch rainfall inspections would have been
conducted on April 4 and June 1.
Stormwater Pollution Prevention Plan (SWPPP)
STEVENS STREET MULTI-FAMILY
EPA SWPPP Template, Version 2.1
Appendix N – Sediment Trap Calculations
Below design parameters in accordance with: MA Erosion and Sediment Control Guidelines - Page 152 Sediment Trap
Sediment Trap A
1.100 acres OK
Sediment Storage Volume Required, VR =1,980 cubic feet 1,800 cu ft of storage per acre of tributary area
Bottom of Trap ELEV 18.00 feet
Spillway invert ELEV 20.00 feet must be 1.5 feet below top of embankment
Top of Trap Embankment ELEV (1.5' above spillway)21.50 feet max 5 ft above outside toe of embankment
Bottom of Trap Area (Ab)778.00 feet enter area from autocad
Surface Area at Spillway elev (As)1,297.00 feet enter area from autocad
Trap 'Design Depth' (D)2.00 feet
6 feet per table
Sediment Storage Volume Provided, VP =2,075
FIGURES TO REPORT ON SESC DETAIL SHEET:
1.10
2.00
778
1,297SURFACE AREA AT SPILLWAY (As)
Temporary Sediment Trap Sizing
NOTE: Only for use on contributing drainage areas of 5 acres or less. For areas larger than 5 acres use a Temporary Sediment Basin.
Tributary Drainage Area =
Bottom of Spillway Width
TRIBUTARY DRAINAGE AREA
DESIGN DEPTH (D)
BOTTOM OF TRAP AREA (Ab)