42 Rustlewood SWPPP42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Stormwater Pollution Prevention Plan (SWPPP)
For Construction Activities At:
42 Rustlewood Ridge
Florence, MA 01062
SWPPP Prepared For:
Wright Builders
48 Bates St
Northampton, MA 01060
(413) 586-8287
SWPPP Prepared By:
The Berkshire Design Group, Inc.
4 Allen Place
Northampton, MA 01060
(413) 582-7000
SWPPP Preparation Date:
October 14, 2022
Estimated Project Dates:
1. Project Start Date: October 1, 2022
2. Anticipated Completion Date: June 30, 2022
Stormwater discharges from construction activities (such as clearing, grading, excavating, and stockpiling) that disturb
one or more acres, are regulated under the National Pollutant Discharge Elimination System (NPDES). Prior to
discharging stormwater, construction operators must obtain coverage under an NPDES permit, Construction General
Permit (CGP).
This document was prepared for use by the Contractor for control of stormwater during construction. The Contractor
shall provide any additional information, signatures, forms, certifications, and EPA application as required for full
compliance with the NPDES Construction General Permit (CGP). The Contractor is fully responsible for the proper
management of stormwater during construction.
This document can, and should, be modified by the Contractor before or during construction to ensure that
stormwater is properly managed and in full compliance with the NPDES CGP, and to allow for the contractor’s
proposed means and methods of construction.
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TABLE OF CONTENTS
1. CONTACT INFORMATION/RESPONSIBLE PARTIES .......................................................................... 2
1.1. 24-Hour Emergency Contact/Stormwater Team ........................................................................................ 2
1.2. Subcontractors/Secondary Operators ........................................................................................................ 2
2. SITE EVALUATION, ASSESSMENT, AND PLANNING ......................................................................... 3
2.1. Project/Site Information ............................................................................................................................. 3
2.2. Discharge Information ................................................................................................................................ 3
2.3. Nature of Construction Activity .................................................................................................................. 4
2.4. Sequence and Estimated Dates of Construction Activities ......................................................................... 5
2.5. Allowable Non-Stormwater Discharges ...................................................................................................... 5
2.6. Site Maps .................................................................................................................................................... 6
3. DOCUMENTATION OF COMPLIANCE WITH OTHER FEDERAL REQUIREMENTS ................................. 7
3.1. Endangered Species Protection .................................................................................................................. 7
3.2. Historic Preservation .................................................................................................................................. 7
3.3. Safe Drinking Water Act Underground Injection Control Requirements ................................................... 7
4. EROSION AND SEDIMENT CONTROLS ............................................................................................ 8
4.1. Natural Buffers or Equivalent Sediment Controls ...................................................................................... 8
4.2. Perimeter Controls ..................................................................................................................................... 8
4.3. Sediment Track-Out .................................................................................................................................... 8
4.4. Stockpiled Sediment and Soil ..................................................................................................................... 9
4.5. Minimize Dust ............................................................................................................................................. 9
4.6. Minimize the Disturbance of Steep Slopes ................................................................................................. 9
4.7. Topsoil ...................................................................................................................................................... 10
4.8. Soil Compaction ........................................................................................................................................ 10
4.9. Constructed Stormwater Conveyance Channels ...................................................................................... 11
4.10. Site Stabilization .................................................................................................................................. 11
5. POLLUTION PREVENTION STANDARDS ........................................................................................ 12
5.1. Potential Sources of Pollution .................................................................................................................. 12
5.2. Spill Prevention and REsponse ................................................................................................................. 12
5.3. Fueling and Maintenance of Vehicles ....................................................................................................... 13
5.4. Storage, Handling and Disposal of Construction Products, Materials and Wastes .................................. 14
6. INSPECTION AND CORRECTIVE ACTION ....................................................................................... 15
6.1. Inspection Personnel and Procedures ...................................................................................................... 15
6.2. Corrective Action ...................................................................................................................................... 15
7. REFERENCES .............................................................................................................................. 16
8. SWPPP APPENDICES ................................................................................................................... 17
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1. CONTACT INFORMATION/RESPONSIBLE PARTIES
1.1. 24-HOUR EMERGENCY CONTACT/STORMWATER TEAM
CONTRACTOR
Ryan Crandall
VP of Project Development
Wright Builders, Inc.
48 Bates Street
Northampton, MA 01060
t. 413.586.8287 e. 101
c.802.233.9062
RCrandall@wright-builders.com
OWNER
Camille Washington-Ottombre (cwashingtonottombre@gmail.com)
Garrett Washington (washington_garrett@yahoo.com)
26 Ford Crossing
Northampton, MA 01060
1.2. SUBCONTRACTORS/SECONDARY OPERATORS
SITE SUBCONTRACTOR
Dave Loven
Loven Excavating & Construction
230 Reservoir Rd.
Westhampton, MA 01027
(413) 527-5184
lovenexc@gmail.com
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2. SITE EVALUATION, ASSESSMENT, AND PLANNING
2.1. PROJECT/SITE INFORMATION
Project Name and Address
Single Family Residence
42 Rustlewood Ridge
Northampton, MA 01060
Project Lattitude/Longitude
42.3562 N
72.6778 W
Source:
☐ USGS topographic map (specify scale: )
☐ EPA Web site
☐ GPS
☒ Google Maps <https://maps.google.com/>
Project Horizontal Reference Datum
☐ NAD 27
☒ NAD 83 or WGS 84
☐ Unknown
Additional Project Information
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
Is application for permit coverage as a “federal operator” as defined in Appendix A of the 2017 CGP?
☐ Yes ☒ No
Existing Zoning & Land Use
Parcel is zoned residential.
The property is undeveloped in the existing condition. The proposed project is for a single family
residence.
2.2. DISCHARGE INFORMATION
Does the project/site discharge stormwater into a Municipal Separate Storm Sewer System (MS4)?
☐ Yes ☒ No
Are there any surface waters that are located within 50 feet of the construction disturbances?
☐ Yes ☒ No
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Table 1 – Names of Receiving Waters
Name(s) of the first surface water that receives stormwater directly from the site and/or from the MS4
1. Broad Brook
Table 2 – Impaired Waters / TMDLs
Is this surface
water listed as
“impaired”?
What pollutant(s) are
causing the
impairment?
Has a TMDL
been
completed?
Title of the TMDL
document
Pollutant(s) for which
there is a TMDL
1. ☐ Yes
☒ No
☐ Yes
☐ No
2. ☐ Yes
☐ No ☐ Yes
☐ No
3. ☐ Yes
☐ No ☐ Yes
☐ No
4. ☐ Yes
☐ No ☐ Yes
☐ No
Method(s) used to determine whether or not the project/site discharges to an impaired water:
USEPA Discharge Mapping Tool
Table 3 – Tier 2, 2.5, or 3 Waters
Is this surface water designated as a
Tier 2, Tier 2.5, or Tier 3 water?
(see Appendix F of the 2022 CGP)
Tier (2, 2.5, or 3)
1. ☐ Yes ☒ No
2. ☐ Yes ☐ No
3. ☐ Yes ☐ No
4. ☐ Yes ☐ No
2.3. NATURE OF CONSTRUCTION ACTIVITY
General Description
The work covered under this permit is for:
1. General
Construction of new single family home. Associated sitework, septic system and water supply well.
Project Size
Lot Size:
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Property: 8.5 acres
Total Area to be Disturbed: 1.4 acres
Maximum Area Disturbed at One Time: 1 acres
Construction Support Activities
None
2.4. SEQUENCE AND ESTIMATED DATES OF CONSTRUCTION ACTIVITIES
General Sequence of Construction
The general order of construction activities at the site will be as follows:
1. Install stabilized tracking pads.
2. Install erosion control barrier surrounding the project site.
3. Limited clearing to remove trees. Remove all site demolition material from the site and dispose
of in accordance with local, state and federal regulations. Suitable soils may remain for reuse if
applicable.
4. Establish temporary sediment basins and temporary diversion swales.
5. Conduct earthwork and excavation as required.
6. Construct drainage system including: piping, outlet structures, sediment forebays and
infiltration basins. Install interior dewatering and erosion control measures around the focal
points.
7. Construct building.
8. Stabilize temporary and permanent lawn areas with temporary seed cover.
9. Install new site utilities and stormwater management system.
10. Install new pavement and hardscape.
11. Spread topsoil on completed areas. Seed and mulch.
12. Install landscape plantings as per plans.
13. Establish permanent turf.
14. Remove erosion control measures as disturbed areas become stabilized.
Estimated Project Schedule: See Detailed Schedule in Appendix I.
2.5. ALLOWABLE NON-STORMWATER DISCHARGES
Type of Allowable Non-Stormwater Discharge Likely to be Present?
Discharges from emergency fire-fighting activities ☐ Yes ☒ No
Fire hydrant flushing ☐ Yes ☒ No
Landscape irrigation ☒ Yes ☐ No
Waters used to wash vehicles and equipment ☒ Yes ☐ No
Water used to control dust ☒ Yes ☐ No
Potable water including uncontaminated water line flushing ☒ Yes ☐ No
Routine external building wash down ☒ Yes ☐ No
Pavement wash waters ☒ Yes ☐ No
Uncontaminated air conditioning or compressor condensate ☒ Yes ☐ No
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Type of Allowable Non-Stormwater Discharge Likely to be Present?
Uncontaminated, non-turbid discharges of ground water or spring water ☒ Yes ☐ No
Foundation or footing drains ☒ Yes ☐ No
Construction dewatering water ☒ Yes ☐ No
2.6. SITE MAPS
See Appendix A.
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3. DOCUMENTATION OF COMPLIANCE WITH OTHER FEDERAL REQUIREMENTS
3.1. ENDANGERED SPECIES PROTECTION
Discharges not likely to result in any short- or long-term adverse effects to ESA-listed species and/or
designated critical habitat (Criterion C). See Appendix H.
3.2. HISTORIC PRESERVATION
Stormwater controls proposed at this site:
Dike
Berm
Catch Basin
Pond
Stormwater Conveyance Channel (e.g., ditch, trench, perimeter drain, swale, etc.)
Culvert
Other type of ground-disturbing stormwater control:
Mass Historical Commission listed areas or points as determined by the Mass Mapper website: No
Historic Resources on site
3.3. SAFE DRINKING WATER ACT UNDERGROUND INJECTION CONTROL REQUIREMENTS
The proposed stormwater management system includes the infiltration structures checked 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)
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4. EROSION AND SEDIMENT CONTROLS
Design specifications for erosion controls listed in this chapter. The Contract specification for erosion
control is included in Appendix G.
4.1. NATURAL BUFFERS OR EQUIVALENT SEDIMENT CONTROLS
There are surface waters greater than 100’ of the proposed construction activity. The existing and
proposed grading allow site drainage to flow toward the surface waters. An erosion control barrier
consisting of silt fence and straw wattles will be installed along perimeter of the project site.
4.2. PERIMETER CONTROLS
General
The locations of the perimeter erosion controls are as shown on the Site Plan.
Specific Perimeter Controls
Silt Fence
Description – Non-woven geotextile fabric, supported by wooden stakes. Silt fence is called for between
the work area and BVW and along the northern and southern property lines. Materials will be stored
on-site so that silt fence may be repaired if migration of sediment outside the site were to occur.
Straw Wattles
Description – Straw wattles, also known as silt socks, straw worms, bio-logs, straw noodles, or straw
tubes are man-made cylinders of compressed, weed free straw (wheat or rice), 8 to 12 inches in
diameter and 20 to 25 feet long. They are encased in jute, nylon or other photo degradable materials,
and have an average weight of 35 pounds. They are installed in a shallow trench forming a continuous
barrier along the contour to intercept water running down the slope.
Installation – This measure will be installed as necessary prior to any earth-disturbing activities.
Maintenance – Silt fence or straw wattles will be inspected weekly and after each storm. Damaged silt
fence or straw wattles will be repaired immediately. Sediment will be removed from behind the silt
fence or straw wattles when it reaches one-half the height of the fence or tube.
4.3. SEDIMENT TRACK-OUT
Specific Track-Out Controls
Stabilized Construction Entrance
Description – A stabilized construction entrance (tracking pad) will be installed at the designated site
entrance, as shown on the Site Plan and detail sheets. All vehicles entering and exiting the site will be
required to utilize the stabilized construction entrance.
Installation – This measure will be installed prior to any earth-disturbing activities.
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Maintenance – Any sediment that migrates to north of the project site will be swept immediately. Stone
will be added as necessary to maintain the effectiveness of the entrance. This measure will be inspected
weekly. If the pad becomes sediment-laden, it will be top-dressed with a layer of new stone.
4.4. STOCKPILED SEDIMENT AND SOIL
General
Excavated soil materials will be stockpiled on site and protected from erosion.
Silt Fence
Description – Non-woven geotextile fabric, supported by wooden stakes. Silt fence will be installed to
fully enclose the stockpile area.
Installation – Silt fence will be installed immediately upon establishment of the stockpile.
Maintenance – Silt fence will be inspected weekly and after each storm. Damaged silt fence will be
repaired immediately. Sediment will be removed from behind the silt fence when it reaches one-half the
height of the fence.
Seeding/Mulching
Description – Seeding and mulching will be conducted to the same standards as required in the
permanent planting plan for these activities.
Installation – Seeding or mulching of soil stockpiles will be performed for any stockpile present on the
site for longer than two weeks.
Maintenance – Seed will be watered until establishment of turf in accordance with the requirements of
the permanent planting plan. Stabilized stockpile will be inspected weekly and after each storm for signs
of erosion or washout. Any damage will be repaired immediately and stabilization will be re-established.
4.5. MINIMIZE DUST
Disturbed areas will be wetted from a sprinkler system or water truck as necessary to minimize the
creation of dust. Volume of water used will be minimized in order to prevent runoff while effectively
preventing dust. At a minimum, dust control will occur as necessary during grading activities and when
forecast or actual wind exceeds 20mph.
4.6. MINIMIZE THE DISTURBANCE OF STEEP SLOPES
Scheduling of Work
Slopes as steep as 3:1 will be constructed on site surrounding the sediment forebays, infiltration basins,
and down to the perimeter drainage swales. Steep slopes will be constructed only when necessary
materials are available for immediate stabilization (e.g. seed, erosion control blanket)
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Straw Wattles
Description – Straw wattles, also known as silt socks, straw worms, bio-logs, straw noodles, or straw
tubes are man-made cylinders of compressed, weed free straw (wheat or rice), 8 to 12 inches in
diameter and 20 to 25 feet long. They are encased in jute, nylon or other photo degradable materials,
and have an average weight of 35 pounds. They are installed in a shallow trench forming a continuous
barrier along the contour to intercept water running down the slope.
Installation – Straw wattles will be installed at the downslope edge of steep slope work while the
exposed slope remains unstabilized (i.e. without proposed gravel base).
Maintenance – Straw wattles will be inspected weekly and after each storm. Damaged wattles will be
repaired immediately. Sediment will be removed from behind the silt fence when it reaches one-half the
height of the tube.
Seeding/Mulching
See requirements under Section 4.4.
Erosion Control Blanket
Description – Curlex Erosion Control Blanket or equivalent.
Installation – Erosion control blanket will be laid over disturbed steep slope areas and secured in-place
by ground staples.
Maintenance – Erosion control blankets will be inspected weekly and after each storm to ensure they
remain secured to the ground and soils are not being undermined by runoff beneath the blankets. After
final stabilization of the site, erosion control blankets will be inspected monthly until grass seeds have
rooted and vegetation has fully stabilized the steep slope.
4.7. TOPSOIL
Existing loam topsoil will be stripped from areas to be disturbed. A volume of topsoil necessary for the
establishment of proposed planting areas will be stockpiled on-site and protected by the methods
described in Section 4.4.
4.8. SOIL COMPACTION
Vegetative Stabilization
Some proposed vegetated areas will require disturbance prior to planting. In these areas, topsoil will be
stripped prior to re-grading, and will be stockpiled and replaced immediately prior to planting for
stabilization. After replacement of topsoil, construction vehicles will be restricted from driving on
stabilized areas.
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4.9. CONSTRUCTED STORMWATER CONVEYANCE CHANNELS
Description - The proposed project includes grass lined conveyance channels. These structures are
designed to convey stormwater from the completed, stabilized site along the western and southern
property lines toward the infiltration basins.
Installation – If evidence of erosion or sedimentation of the water quality swale is discovered, straw bale
or crushed stone check dams will be constructed within the swale until the swale is fully stabilized.
Maintenance – The swales will be monitored daily between construction and permanent stabilization. If
check dams are needed, they will be inspected weekly and repaired and/or replaced as necessary.
Sediment will be removed from behind the dams if the sediment reaches one half of the height of the
dam.
4.10. SITE STABILIZATION
The following stabilization methods will be utilized when work is stopped (temporarily or permanently)
at portions of the site.
Driveway/Parking Area Stabilization
Until final paving takes place, project roadways and parking areas will be stabilized by grading with clean
gravel. Emergency access and service roadways will be maintained as clean gravel surfaces. A
temporary Stabilized Construction Access will be constructed prior to the start of excavation work.
Vegetated Area Stabilization
Vegetated areas will be seeded and/or mulched after grading activities are completed. After vegetated
areas have been stabilized, construction vehicles will be restricted from driving in these areas.
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5. POLLUTION PREVENTION STANDARDS
5.1. POTENTIAL SOURCES OF POLLUTION
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)
Paving Asphalt Proposed parking spaces
Concrete Work Cement, aggregate, admixtures Surrounding building site
Solid Waste Handling Trash, debris, construction
materials, paper, packaging Staging & waste disposal areas
Cleaning/Washing Wash water, detergents,
cleaning solvents Staging area, area of installed work
Landscape/Plant Maintenance Pesticides, fertilizer Planted areas
Vehicle/Equipment Operation &
Maintenance Mechanical oil & fluids, fuels Staging area, site-wide (leaks, broken
lines)
Land Disturbance Activities Sediment Site-wide
Building Construction
Asphalt, plaster, paints & coatings,
adhesives, masonry, mortar,
concrete, wood, solid waste
Area of proposed buildings
Sanitary Toilets Human waste, disinfectant Staging areas
5.2. SPILL PREVENTION AND RESPONSE
All employees will be instructed regarding the following spill prevention practices. Notice of these
practices will be posted in the job trailer, and the site construction supervisor will hold responsibility for
ensuring that the procedures are followed.
Material Management Practices
The following material management practices will be used to reduce the risk of spills or other accidental
exposure of materials and substances to stormwater runoff:
Good Housekeeping
The following good housekeeping practices will be followed on-site during the construction period:
· An effort will be made to store only enough product to do the job.
· All materials stored on-site will be stored in a neat, orderly manner in their appropriate
containers and, if possible, under a roof or other enclosure.
· Products will be kept in their original containers with the original manufacturer’s label.
· Substances will not be mixed with one another unless recommended by the manufacturer.
· Whenever possible, all of a product will be used up before disposing of the container.
· Manufacturer’s recommendations for proper used and disposal will be followed.
· The site superintendent will inspect daily to ensure proper use and disposal of material on-site.
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Hazardous Products
The following practices will reduce the risks associated with hazardous materials (e.g. petroleum
products, solvents, etc.):
· Products will be kept in original containers unless they are not re-sealable.
· Original labels and material safety data sheets (MSDS) will be retained; they contain important
product information.
· A copy of the Material Safety Data Sheet (MSDS) for each product used in construction will be
kept in the job trailer.
· If surplus product must be disposed of, manufacturer’s, municipal or state-recommended
methods for proper disposal will be followed.
In addition to the good housekeeping and material management practices discussed in the previous
sections of this plan, the following practices will be followed for spill prevention and cleanup:
· Manufacturers’ recommended methods for spill cleanup will be clearly posted and site
personnel will be made aware of the procedures and the location of the information and
cleanup supplies.
· Materials and equipment necessary for spill cleanup will be kept in the on-site material storage
area. Equipment and materials will include, but is not limited to, brooms, dust pans, mops, rags,
gloves, goggles, kitty litter, sand, sawdust and plastic and metal trash containers specifically for
this purpose.
· All spills will be cleaned up immediately after discovery.
· The spill area will be kept well ventilated and personnel will wear appropriate protective
clothing to prevent injury from contact with a hazardous substance.
· Spills of toxic or hazardous material will be reported, regardless of size, to the Massachusetts
Department of Environmental Protection at 888-304-1133.
· Should a spill occur, the spill prevention plan will be adjusted to include measures to prevent
another spill and to cleanup up the spill should another occur. A description of the spill, along
with the causes and cleanup measures will be included in the updated spill prevention plan.
· The construction superintendent responsible for daily operation on the construction site will be
the spill prevention and cleanup coordinator. The superintendent will designate at least three
site personnel to receive spill prevention cleanup and training. These individuals will each
become responsible for a particular phase of prevention and cleanup. The names of responsible
spill personnel will be posted in the material storage area and in the on-site job trailer.
5.3. FUELING AND MAINTENANCE OF VEHICLES
Control of Petroleum Products
All on-site vehicles will be monitored for leaks and will receive regular preventative maintenance to
reduce the chance of leakage. Petroleum products will be stored in tightly sealed, clearly labeled
containers. Any asphalt substances used on-site will be applied according to the manufacturer’s
recommendations. Within 100 feet of a wetland or waterway: (1) No vehicle refueling or maintenance
will take place and (2) No petroleum-based or asphalt substances will be stored.
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Vehicle Washing
On-site washing of vehicles will be limited to removal of exterior dirt with a high-pressure stream of
potable water. Detergents or soaps will not be used for on-site vehicle wash-down. Vehicle washing will
not occur adjacent to, or upstream of, existing or proposed drainage inlets. Runoff from vehicle wash-
down will be directed to a dewatering bag or basin.
Concrete Trucks
Concrete trucks will not be allowed to wash out or discharge surplus concrete or drum wash water on
the site.
5.4. STORAGE, HANDLING AND DISPOSAL OF CONSTRUCTION PRODUCTS, MATERIALS AND
WASTES
Waste Materials
Waste materials will be collected and stored in a lidded metal dumpster rented from a licensed solid
waste management company. All trash and construction debris will be stored in the dumpster. The
dumpster will be emptied at least twice a week, or more if necessary, and disposed of in accordance
with local, state and federal regulation. No construction waste materials will be buried on site. Notices
stating these procedures will be posted in the job trailer. Site personnel will be instructed in these
procedures and site construction supervisor(s) will ensure that the procedures are followed.
Hazardous Waste
Hazardous waste is not anticipated during this project; however, if encountered hazardous waste will be
disposed of in the manner specified by local, state and federal regulation or by the manufacturer. Site
personnel will be instructed in these procedures and site construction supervisor(s) will ensure that the
procedures are followed.
Sanitary Waste
Sanitary waste will be collected from portable units a minimum of once per week by a licensed sanitary
waster contractor and disposed of in accordance with local, state and federal regulation.
Fertilizers
Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer. Once
applied, fertilizer will be worked into the soil to limit exposure to stormwater. Unused fertilizer will be
stored in a covered shed. The contents of any partially used bags of fertilizer will be transferred to a
sealable plastic bin to avoid spills.
Solvents, Paints and Other Hazardous Substances
All containers will be tightly sealed when not required for use. Excess material will not be discharged to
the storm sewer system but will be properly disposed of according to manufacturers’ instruction or local
and state regulations.
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6. INSPECTION AND CORRECTIVE ACTION
6.1. INSPECTION PERSONNEL AND PROCEDURES
Personnel Responsible for Inspections
Wright Builders Site Superintendent (TBD)
Inspection Schedule
Weekly Inspections
Inspections of the measures described in this report will take place at least once every seven calendar
days. Inspections are planned to occur on Monday each week, starting once any erosion control
measures have been installed.
Inspection Report Form
An inspection report form is included in Appendix D. This form will be completed for each regular
inspection, and a record copy will be retained at the work site.
6.2. CORRECTIVE ACTION
Whenever deficiencies or failures of the pollution prevention measures are observed, the appropriate
corrective action will be taken.
Personnel Responsible for Corrective Actions
Wright Builders Site Superintendent (TBD)
Corrective Action Form
A Corrective Action Form is included in Appendix E. This form will be completed each time a deficiency
or failure of the pollution prevention measures is observed.
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7. REFERENCES
This stormwater pollution prevention plan reflects State of Massachusetts requirements for stormwater
management and sediment and erosion control as established by the Wetlands Protection Act (310 CMR
10.00) and by the Department of Environmental Protection Stormwater Management Policy. To ensure
compliance, this plan was prepared in consultation with the following publications:
Commonwealth of Massachusetts, Department of Environmental Protection. Stormwater Management
Policy. March, 2008.
Commonwealth of Massachusetts, Department of Environmental Protection. Massachusetts
Stormwater Handbook. February, 2008.
Commonwealth of Massachusetts, Department of Environmental Protection. Wetlands Protection Act
Regulations: 310 CMR 10.00 for Administering M.G.L. Chapter 31, Section 40. October 2017.
Commonwealth of Massachusetts, Department of Environmental Protection and Office of Coastal Zone
Management. Stormwater Management, Volume One: Stormwater Policy Handbook. March 1997.
Commonwealth of Massachusetts, Department of Environmental Protection and Office of Coastal Zone
Management. Stormwater Management, Volume Two: Stormwater Technical Handbook. March 1997.
United States Environmental Protection Agency. Storm Water Management For Construction Activities,
Developing Pollution Prevention Plans And Best Management Practices, Summary Guidance. October
1992.
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8. SWPPP APPENDICES
APPENDIX A – SITE MAPS (ATTACHED SEPARATELY)
APPENDIX B – 2017 CONSTRUCTION GENERAL PERMIT
APPENDIX C – COPY OF NOI AND EPA AUTHORIZATION EMAIL
APPENDIX D – COPY OF INSPECTION FORM
APPENDIX E – COPY OF CORRECTIVE ACTION FORM
APPENDIX F – SUBCONTRACTOR CONTACT LIST
APPENDIX G – EROSION CONTROL SPECIFICATIONS
APPENDIX H – ENDANGERED SPECIES DOCUMENTATION
APPENDIX I – DETAILED PROJECT SCHEDULE
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix A – Site Maps (Attached Separately)
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix B – 2022 Construction General Permit
Available Online:
https://www.epa.gov/npdes/2022-construction-general-permit-cgp#2022cgp
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix C – Copy of NOI and EPA Authorization Email
First Name Middle Initial Last Name:Ryan Crandall
First Name Middle Initial Last Name:Christopher Chamberland
Submission of this Notice of Intent (NOI) constitutes notice that the operator identified in Section III of this form requests authorization to discharge pursuant to the NPDES Construction General Permit (CGP) permit number identified in
Section II of this form. Submission of this NOI also constitutes notice that the operator identified in Section III of this form meets the eligibility requirements of Part 1.1 CGP for the project identified in Section IV of this form. Permit coverage is
required prior to commencement of construction activity until you are eligible to terminate coverage as detailed in Part 8 of the CGP. To obtain authorization, you must submit a complete and accurate NOI form. Discharges are not authorized if
your NOI is incomplete or inaccurate or if you were never eligible for permit coverage. Refer to the instructions at the end of this form.
Permit Information
Operator Information
Operator Information
Operator Point of Contact Information
NOI Preparer Information
Project/Site Information
Project/Site Address
NPDES
FORM
3510-9
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
WASHINGTON, DC 20460
NOTICE OF INTENT (NOI) FOR THE 2022 NPDES CONSTRUCTION PERMIT
FORM
Approved OMB No.
2040-0305
NPDES ID:MAR1004BG
State/Territory to which your project/site is discharging:MA
Is your project/site located on federally recognized Indian Country lands? No
Are you requesting coverage under this NOI as a "Federal Operator" or a "Federal Facility" as defined in Appendix A (https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-a-definitions.pdf)? No
Have stormwater discharges from your current construction site been covered previously under an NPDES permit? No
Will you use polymers, flocculants, or other treatment chemicals at your construction site? No
Has a Stormwater Pollution Prevention Plan (SWPPP) been prepared in advance of filling this NOI, as required? Yes
Are you able to demonstrate that you meet one of the criteria listed in Appendix D (https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-d-endangered-species-protection.pdf) with respect to
protection of threatened or endangered species listed under the Endangered Species Act (ESA) and federally designated critical habitat?
Yes
Have you completed the screening process in Appendix E (https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf) relating to the protection of historic properties? Yes
Indicating "Yes" below, I confirm that I understand that CGP only authorized the allowable stormwater discharges in Part 1.2.1 and the allowable non-stormwater discharges listed in Part 1.2.2. Any discharges not
expressly authorized in this permit cannot become authorized or shielded from liability under CWA section 402(k) by disclosure to EPA, state or local authorities after issuance of this permit via any means, Including the
Notice of Intent (NOI) to be covered by the permit, the Stormwater Pollution Prevention Plan (SWPPP), during an Inspection, etc. If any discharges requiring NPDES permit coverage other than the allowable stormwater
and non-stormwater discharges listed in Parts 1.2.1 and 1.2.2 will be discharged, they must be covered under another NPDES permit.
Yes
Operator Name:Wright Builders, Inc.
Operator Mailing Address:
Address Line 1:48 Bates Street
Address Line 2:City:Northampton
ZIP/Postal Code:01060 State:MA
County or Similar Division:Hampshire
Title:VP of Project Developemnt
Phone:413-586-8287 Ext.:101
Email:rcrandall@wright-builders.com
This NOI is being prepared by someone other than the certifier.
Organization:The Berkshire Design Group, Inc.
Phone:(413) 582-7000 Ext.:
Email:chrisc@berkshiredesign.com
Project/Site Name:42 Rustlewood Ridge, Northampton, MA
Address Line 1:42 Rustlewood Ridge
Address Line 2:City:Florence
ZIP/Postal Code:01062 State:MA
County or Similar Division:Hampshire
Latitude/Longitude:42.35604°N, 72.677693°W
Latitude/Longitude Data Source:Map Horizontal Reference Datum:NAD 83
Project Start Date: 10/01/2022 Project End Date: 06/30/2023 Estimated Area to be Disturbed:1.5
First Name Middle Initial Last Name:Ryan Crandall
Discharge Information
Stormwater Pollution Prevention Plan (SWPPP)
Endangered Species Protection Worksheet: Criterion C
Determine ESA Eligibility Criterion
Are your discharges and discharge-related activities already addressed in another operator's valid certification of eligibility for your "action area" under the current 2022 CGP? No
Has consultation between you, a Federal Agency, and the USFWS and/or the NMFS under section 7 of the Endangered Species Act (ESA) concluded? No
Are your construction activities the subject of a permit under section 10 of the ESA by the USFWS and/or NMFS, and this authorization addresses the effects of your site's discharges and discharge-related activities on
ESA-listed species and/or designated critical habitat?
No
You must determine whether species listed as either threatened or endangered, or their critical habitat(s) are located in your site's action area (i.e., all areas to be affected directly or indirectly by the federal action and not merely
the immediate area involved in the action, including areas beyond the footprint of the site that are likely to be affected by stormwater discharges, discharge-related activities, and authorized non-stormwater discharges).
Determine your Action Area
You must consider the following in determining the action area for your site, and confirm that all the following are true:
Determine is ESA-listed species and/or critical habitat are in your site action area.
ESA-listed species and designated critical habitat are under the purview of the NMFS and the USFWS, and in many cases, you will need to acquire species and critical habitat lists from both federal agencies.
National Marine Fisheries Service (NMFS)
Types of Construction Sites:
Single-Family Residential
Will there be demolition of any structure built or renovated before January 1, 1980? No
Will you be discharging dewatering water from your site? No
Was the pre-development land use used for agriculture? No
Are there other operators that are covered under this permit for the same project site? No
Have earth-disturbing activities commenced on your project/site? No
Is your project/site located on federally recognized Indian Country lands? No
Is your project/site located on a property of religious or cultural significance to an Indian tribe? No
Does your project/site discharge stormwater into a Municipal Separate Storm Sewer System (MS4)? No
Are there any waters of the U.S. within 50 feet of your project's earth disturbances? No
Are any of the waters of the U.S. to which you discharge designated by the state or tribal authority under its antidegradation policy as a Tier 2 (or Tier 2.5) water (water quality exceeds levels necessary to support
propagation of fish, shellfish, and wildlife and recreation in and on the water) or as a Tier 3 water (Outstanding National Resource Water)? See Resources, Tools and Templates (https://www.epa.gov/npdes/construction-
general-permit-resources-tools-and-templates)
No
001: Broad Brook Broad Brook
Latitude/Longitude:42.355564°N, 72.678187°W
Tier Designation: N/A
Is this receiving water impaired (on the CWA 303(d) list)? No
Has a TMDL been completed for this receiving waterbody? No
Will all required personnel, including those conducting inspections at your site, meet the training requirements in Part 6 of this permit? Yes
Title:VP of Project Development
Phone:413-586-8287 Ext.:101
Email:RCrandall@wright-builders.com
In determining my "action area", I have considered that discharges of pollutants into downstream areas can expand the action area well beyond the footprint of my site and the discharge point(s). I have taken into
account the controls I will be implementing to minimize pollutants and the receiving waterbody characteristics (e.g., perennial, intermittent, ephemeral) in determining the extent of physical, chemical, and/or biotic
effects of the discharges. I confirm that all receiving waterbodies that could receive pollutants from my site are included in my action area.
True
In determining my "action area", I have considered that discharge-related activities must also be accounted for in determining my action area. I understand that discharge-related activities are any activities that
cause, contribute to, or result in stormwater and authorized non-stormwater point source discharges, and measures such as the siting, construction timing, and operation of stormwater controls to control, reduce,
or prevent pollutants from being discharged. I understand that any new or modified stormwater controls that will have noise or other similar effects, and any disturbances associated with construction of controls,
are part of my action area.
True
For NMFS species and designated critical habitat information, use the following webpage:
https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility (https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility)
U.S. Fish and Wildlife Service (USFWS)
For USFWS species and critical habitat information, use the following webpage:
https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility (https://www.epa.gov/npdes/construction-general-permit-cgp-threatened-and-endangered-species-eligibility)
For FWS species, include the full printout from your IPaC query/Official Species List.
You may be eligible under Criterion C. You must assess whether your discharges or discharge-related activities are likely to result in short- or long-term adverse effects to ESA-listed threatened or endangered species or
designated critical habitat. In order to make a determination of your site's likelihood of short- or long-term adverse effects, you must complete the Criterion C Eligibility fields below.
You are eligible under Criterion C.
Provide the rationale describing specifically how adverse effects to ESA-listed species will be avoided from the discharge and discharge-related activities.
USFWS Consistency letter states actions are not prohibited
Historic Preservation
I have checked the webpage listed above and confirmed that:
There are no NMFS-protected species and/or designated critical habitat in my action area.
There are NMFS-protected species and/or designated critical habitat in my action area.
I have checked the webpage listed above and confirmed that:
There are no FWS-protected species and/or designated critical habitat in my action area.
There are FWS-protected species and/or designated critical habitat in my action area.
Name Uploaded Date Size
AppH Species List.pdf (attachment/1592019)10/13/2022 234.59 KB
Discharges not likely to result in any short- or long-term adverse effects to ESA-listed species and/or designated critical habitat. True
I confirm that both ESA-listed species and designated critical habitat under the jurisdiction of the USFWS and/or NMFS were considered in my evaluation. Yes
Identify the USFWS information sources used (Note: state resources are not acceptable):
Consistency letter from USFWS
Identify the NMFS information sources used (Note: state resources are not acceptable):
ESA Section 7 Mapper
You must provide a list of all ESA-listed species and/or designated critical habitat that are located in your "action area". Select one of the options below and provide the required information:
Option 1: Enter ESA-listed species
Option 2: Attach the species list(s)
Attach a printout of the species list(s) showing all ESA-listed species and/or designated critical habitat located in your "action area" using the space below:
Name Uploaded Date Size
AppH Species List.pdf (attachment/1592020)10/13/2022 234.59 KB
What is the distance between your site and the ESA-listed species and/or designated critical habitat within the action area (in miles, state "on site" if the ESA-listed species and/or designated critical habitat is
within the area to be disturbed)?
0
Attach a copy of your site map showing the upland and in-water extent of your "action area".
Note: A copy of this site map must also be included with your SWPPP
Name Uploaded Date Size
AppH Map.pdf (attachment/1592021)10/13/2022 79.57 KB
Have you provided documentation in your SWPPP supporting your eligibility under Criterion C? Yes
Are you installing any stormwater controls as described in Appendix E (https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf) that require subsurface earth
disturbances? (Appendix E (https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf), Step 1)
Yes
Have prior surveys or evaluations conducted on the site already determined historic properties do not exist, or that prior disturbances have precluded the existence of historic properties? (Appendix E
(https://www.epa.gov/system/files/documents/2022-01/2022-cgp-final-appendix-e-historic-properties.pdf), Step 2):
No
Have you determined that your installation of subsurface earth-disturbing stormwater controls will have no effect on historic properties? (Appendix E (https://www.epa.gov/system/files/documents/2022-01/2022-
cgp-final-appendix-e-historic-properties.pdf), Step 3)
Yes
Certification Information
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. Signing an electronic document on behalf of another person is subject to criminal, civil, administrative, or other lawful action.
Certified By: Seth P. Lawrence-Slavas
Certifier Title: President/Treasurer
Certifier Email: slawrence-slavas@wright-builders.com
Certified On: 10/14/2022 11:19 AM ET
1
Christopher Chamberland
From:no-reply@epacdx.net
Sent:Friday, October 14, 2022 11:20 AM
To:no-reply@epacdx.net
Subject:EPA NeT CGP Forms Certified: 42 Rustlewood Ridge, Northampton, MA, NPDES ID:
MAR1004BG
Follow Up Flag:Follow up
Flag Status:Flagged
2022-10-14
Dear NeT User,
Seth Lawrence-Slavas successfully certified the following forms within NeT CGP:
NPDES ID Form
Type Operator Project/Site Name City, State Targeted End of
Review
MAR1004BG NOI Wright Builders,
Inc.
42 Rustlewood Ridge,
Northampton, MA
Florence ,
MA 10/28/2022
A copy of the submission can be found here.
If your NOI or Change-NOI is subject to review, your coverage under the CGP begins at the conclusion of the 14-day
waiting period, unless otherwise notified that your coverage has been delayed or denied. You will receive an email
informing you once your coverage under the CGP is active.
Additionally you can view your submission history and obtain a copy of the form you submitted within the NPDES
Electronic Reporting Tool (NeT) or download via Permit Search.
If you were the certifier of this form, a copy of your submission is also available on the Submission History tab of your
EPA Central Data Exchange (CDX) account. If you have questions about this email or about NeT CGP, please refer to NeT
Support or e-mail NPDESereporting@epa.gov for assistance.
This is an automated notification; please do not reply to this email.
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix D – Copy of Inspection Form
Page 1 of 5 General Information (see reverse for instructions) Name of Project 42 Rustlewood Ridge NPDES ID No. Inspection Date Weather conditions during inspection Inspection start time Inspection end time Inspector Name, Title & Contact Information Present Phase of Construction Inspection Location (if multiple inspections are required, specify location where this inspection is being conducted) Inspection Frequency (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: Every 7 days and within 24 hours of a 0.25” rain (for areas of sites discharging to sediment or nutrient-impaired waters or to waters designated as Tier 2, Tier 2.5, or Tier 3) Reduced Frequency: Twice during first month, no more than 14 calendar days apart; then once per month after first month; (for stabilized areas) Twice during first month, no more than 14 calendar days apart; then once more within 24 hours of a 0.25” rain (for stabilized areas on “linear construction sites”) Once per month and within 24 hours of a 0.25” rain (for arid, semi-arid, or drought-stricken areas during seasonally dry periods or during drought) Once per month (for frozen conditions where earth-disturbing activities are being conducted) Was this inspection triggered by a 0.25” storm event? Yes No If yes, how did you determined whether a 0.25” storm event has occurred? Rain gauge on site Weather station representative of site. Specify weather station source: Total rainfall amount that triggered the inspection (in inches): Was this inspection triggered by the occurrence of runoff from snowmelt sufficient to cause a discharge? Yes No Unsafe Conditions for Inspection Did you determine that any portion of your site was unsafe for inspection per CGP Part 4.5? Yes No If “yes”, complete the following: - Describe the conditions that prevented you from conducting the inspection in this location: - Location(s) where conditions were found:
Condition and Effectiveness of Erosion and Sediment (E&S) Controls (CGP Part 2.2) (see reverse for instructions) Type/Location of E&S Control [Add an additional sheet if necessary] Maintenance Needed?* Corrective Action Required?* Date on Which Maintenance or Corrective Action First Identified? Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No * Note: The permit differentiates between conditions requiring routine maintenance, and those requiring corrective action. The permit requires maintenance in order to keep controls in effective operating condition. Corrective actions are triggered only for specific conditions, which include: 1) A stormwater control needs repair or replacement (beyond routine maintenance) if it is not operating as intended; 2) A stormwater control necessary to comply with the permit was never installed or was installed incorrectly; 3) You become aware that the stormwater controls you have installed and are maintaining are not effective enough for the discharge to meet applicable water quality standards or applicable requirements in Part 3.1; 4) One of the prohibited discharges in Part 1.3 is occurring or has occurred; or 5) EPA requires corrective actions as a result of a permit violation found during an inspection carried out under Part 4.8. If a condition on your site requires a corrective action, you must also fill out a corrective action form found at https://www.epa.gov/npdes/stormwater-discharges-construction-activities#resources. See Part 5 of the permit for more information.
Page 2 of 5 Condition and Effectiveness of Pollution Prevention (P2) Practices (CGP Part 2.3) (see reverse for instructions) Type/Location of P2 Practices [Add an additional sheet if necessary] Maintenance Needed?* Corrective Action Required?* Date on Which Maintenance or Corrective Action First Identified? Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No * Note: The permit differentiates between conditions requiring routine maintenance, and those requiring corrective action. The permit requires maintenance in order to keep controls in effective operating condition. Corrective actions are triggered only for specific conditions, which include: 1) A stormwater control needs repair or replacement (beyond routine maintenance) if it is not operating as intended; 2) A stormwater control necessary to comply with the permit was never installed or was installed incorrectly; 3) You become aware that the stormwater controls you have installed and are maintaining are not effective enough for the discharge to meet applicable water quality standards or applicable requirements in Part 3.1; 4) One of the prohibited discharges in Part 1.3 is occurring or has occurred; or 5) EPA requires corrective actions as a result of a permit violation found during an inspection carried out under Part 4.8. If a condition on your site requires a corrective action, you must also fill out a corrective action form found at https://www.epa.gov/npdes/stormwater-discharges-construction-activities#resources. See Part 5 of the permit for more information.
Stabilization of Exposed Soil (CGP Part 2.2.14) (see reverse for instructions) Stabilization Area [Add an additional sheet if necessary] Stabilization Method Have You Initiated Stabilization? Notes 1. 2. 3. 4. 5. YES NO If yes, provide date: YES NO If yes, provide date: YES NO If yes, provide date: YES NO If yes, provide date: YES NO If yes, provide date: Description of Discharges (CGP Part 4.6.6) (see reverse for instructions) Was a stormwater discharge or other discharge occurring from any part of your site at the time of the inspection? Yes No If “yes”, provide the following information for each point of discharge: Discharge Location [Add an additional sheet if necessary] Observations 1. Describe the discharge: At points of discharge and the channels and banks of waters of the U.S. in the immediate vicinity, are there any visible signs of erosion and/or sediment accumulation that can be attributed to your discharge? Yes No If yes, describe what you see, specify the location(s) where these conditions were found, and indicate whether modification, maintenance, or corrective action is needed to resolve the issue: 2. Describe the discharge: At points of discharge and the channels and banks of waters of the U.S. in the immediate vicinity, are there any visible signs of erosion and/or sediment accumulation that can be attributed to your discharge? Yes No If yes, describe what you see, specify the location(s) where these conditions were found, and indicate whether modification, maintenance, or corrective action is needed to resolve the issue:
Page 3 of 5 Contractor or Subcontractor Signature and Certification (see reverse for instructions) “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.” Signature of Contractor or Subcontractor: ________________________________________________ Date: Printed Name and Affiliation: ________________________________________________
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix E – Copy of Corrective Action Form
Page 1 of 2
Section A – Initial Report (CGP Part 5.4.1)
(Complete this section within 24 hours of discovering the condition that triggered corrective action)
Name of Project 42 Rustlewood Ridge CGP Tracking No. Today’s Date
Date Problem First Discovered Time Problem First Discovered
Name and Contact Information of
Individual Completing this Form
What site conditions triggered the requirement to conduct corrective action (check the box that applies):
A required stormwater control was never installed, was installed incorrectly, or not in accordance with the
requirements in Part 2 and/or 3
The stormwater controls that have been installed and maintained are not effective enough for the discharge to meet
applicable water quality standards or applicable requirements in Part 3.1 of the permit
A Part 2.3.1 prohibited discharge has occurred or is occurring
EPA requires corrective action as a result of permit violations found during an EPA inspection carried out under Part 4.2
Provide a description of the problem:
Deadline for completing corrective action (Enter date that is either: (1) no more than 7 calendar days after the date you
discovered the problem, or (2) if it is infeasible to complete work within the first 7 days, enter the date that is as soon as
practicable following the 7th day):
If your estimated date of completion falls after the 7-day deadline, explain (1) why you believe it is infeasible to complete
work within 7 days, and (2) why the date you have established for making the new or modified stormwater control
operational is the soonest practicable timeframe:
Section B – Corrective Action Progress (CGP Part 5.4.2)
(Complete this section no later than 7 calendar days after discovering the condition that triggered corrective action)
Section B.1 – Why the Problem Occurred
Cause(s) of Problem
(Add an additional sheet if necessary)
How This Was Determined and the Date You Determined
the Cause
1.
1.
2.
2.
Section B.2 – Stormwater Control Modifications to be Implemented to Correct the Problem
List of Stormwater Control Modification(s)
Needed to Correct Problem
(Add an additional sheet if necessary)
Date of
Completion
SWPPP Update
Necessary?
Notes
1.
Yes No
If yes, provide date
SWPPP modified:
2.
Yes No
If yes, provide date
SWPPP modified:
Section C – Certification and Signature (CGP Part 5.4.3)
Section C.1 – Certification and Signature by Contractor or Subcontractor
“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 am aware that there are significant penalties for submitting false information, including the possibility of fine and
imprisonment for knowing violations.”
Signature of Contractor or Subcontractor: ________________________________________________ Date:
Printed Name and Affiliation: ________________________________________________
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix F – Subcontractor Contact List
SITE SUBCONTRACTOR
Dave Loven
Loven Excavating & Construction
230 Reservoir Rd.
Westhampton, MA 01027
(413) 527-5184
lovenexc@gmail.com
[List of additional subcontractors to be attached with field copy of SWPPP]
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix G – Erosion Control Specifications
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 1
SECTION 31SECTION 31SECTION 31SECTION 31 25252525 00000000
SEDIMENT AND SEDIMENT AND SEDIMENT AND SEDIMENT AND EROSION CONTROLEROSION CONTROLEROSION CONTROLEROSION CONTROL
PART 1 - GENERAL
1.01 CONTRACT PROVISIONS INCORPORATED BY REFERENCE
A. The General Provisions of the Contract, including the General and Supplemen-
tary Conditions and Division 1, apply to the work specified in this Section.
1.02 ITEMS REQUIRED BUT NOT SPECIFIED
A. If an item or material of this trade is indicated in the Drawings but not specifi-
cally listed in this Section, provide such item or material at a standard of quality
equal to the standard established for the balance of the Work specified, in ac-
cordance with the Architect's interpretation.
1.03 EXECUTION, CORRELATION AND INTENT
A. In case of an inconsistency between Drawings and Specifications, or within ei-
ther Document not clarified by addendum, the better quality or greater quanti-
ty of Work shall be provided, in accordance with the Architect's interpretation.
1.04 DESCRIPTION OF WORK
A. Provide all equipment and materials, and do all work necessary to construct a
complete erosion and sediment control program for minimizing erosion and
sediment control provisions detailed on the Drawings and specified herein are
the minimum requirements for an erosion control program. The Contractor
shall provide additional erosion sediment control materials and methods as re-
quired to implement the erosion and siltation control principles specified herein.
B. Erosion control and maintenance program, shall include, but not be limited to,
installation and maintenance of silt fences, and installation schedules of erosion
control structures.
C. The Contractor shall comply with the requirements of the NPDES GCP for this
project, and shall prepare and submit a Storm Water Pollution Prevention Plan
(SWPPP) that meets the requirements of the United States Environmental Pro-
tection’s (EPA) National Pollutant Discharge Elimination System (NPDES) General
Permit for Storm Water Discharges From Construction Activities (GCP). The Con-
tractor shall also submit the EPA “Notice of Intent for Storm Water Discharges
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 2
Associated with CONSTRUCTION ACTIVITY Under a NPDES General Permit” (NOI)
form (see Part 3.05 for additional information).
D. Related work specified elsewhere
Site Demolition ....................................................................... Section 311500
Earthwork ............................................................................. Section 310000
1.05 REFERENCED STANDARDS
A. American Association of State Highway and Transportation Officials (AASHTO):
Standard Specifications for Highways and Bridges
B. Commonwealth of Massachusetts Highway Department (MHD)
Standard Specifications for Highways and Bridges
1.06 SUBMITTALS
A. Proposed methods, materials to be employed, and schedule for effecting ero-
sion and siltation control and preventing erosion damage shall be submitted for
approval. Submittals shall include:
1. List of proposed material including manufacturer's product data.
2. Schedule of erosion control program indicating specific dates for imple-
menting programs in each major area of work.
B. The following samples shall be submitted:
Sample Size
Silt fence fabric 12 x 12 in.
C. Seed mixture for temporary seed cover shall be submitted for approval of the
Architect.
1.07 EROSION CONTROL PRINCIPLES
A. The following erosion control principles shall apply to the land grading and con-
struction phases:
1. Stripping of vegetation, grading, or other soil disturbance shall be done in
a manner which will minimize soil erosion.
2. Whenever feasible, natural vegetation shall be retained and protected.
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 3
3. Extent of area which is exposed and free of vegetation and duration of its
exposure shall be kept within practical limits.
4. Temporary seeding, mulching, or other suitable stabilization measures
shall be used to protect exposed critical areas during prolonged construc-
tion or other land disturbances.
5. Drainage provisions shall accommodate increased runoff resulting from
modifications of soil and surface conditions during and after development
or disturbance. Such provisions shall be in addition to existing require-
ments.
6. Sediment shall be retained on-site.
7. Erosion control devices shall be installed as early as possible in the con-
struction sequence prior to start of clearing and grubbing operations and
excavation work.
B. Cut and fill slopes and stockpiled materials shall be protected to prevent ero-
sion. Slopes shall be protected with permanent erosion protection when ero-
sion exposure period is expected to be greater than or equal to six months, and
temporary erosion protection when erosion exposure period is expected to be
less than six months.
1. Permanent erosion protection shall be accomplished by seeding with grass
and covering with an erosion protection material, as appropriate for pre-
vailing conditions.
2. Temporary erosion protection shall be accomplished by covering with an
erosion protection material, as appropriate for prevailing conditions.
3. Except where specified slope is indicated on Drawings, fill slopes shall be
limited to a grade of 2:1 (horizontal:vertical), cut slopes shall be limited to
a grade of 2:1.
1.08 EMERGENCY OPERATION PROCEDURES
A. The Contractor shall have on call, at all times, capable, responsible representa-
tives who, when authorized, will mobilize the necessary personnel, materials,
and equipment, and otherwise provide the required action when notified of any
impending emergency situation.
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 4
B. The Contractor shall supply a telephone number to the Owner with which the
Contractor may be contacted in the evenings and on weekends. The Contractor
shall prepare a 24-hour "duty roster" for this purpose and submit it in writing to
the Architect.
PART 2 - PRODUCTS
2.01 SILT FENCE
A. Silt fence shall be preassembled silt fence structure to be Mirafi Envirofence,
American Engineering Fabrics, Inc. Pre-assembled silt fence, or Everett J. Pres-
cott 800-EJP-24 HR pre-assembled sit fence.
1. Overall length of each fence section shall be minimum 100 ft.; fabric width
minimum of 3 ft., post length minimum of 4 ft.; and post spacing maxi-
mum of 8.3 ft.
2. Posts shall be tapered for ease of installation, and beveled at top to resist
splitting.
2.02 TEMPORARY SEED COVER
A. Seed mixture for temporary cover by hydroseeding application shall conform to
the following:
Quantity per 1000
sq. ft coverage Material
27-1/2 lb. Wood fiber mulch
4 lb. Seed
1/2 lb. Annual Ryegrass
22 lb. 10-6-4 Fertilizer
69 gal. Water
1. Wood fiber mulch shall conform to MHD Specifications.
2. Seed shall conform to MHD Specifications.
PART 3 - EXECUTION
3.01 TEMPORARY SEED COVER
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 5
A. Grass seed shall be spread by mechanical spreader at a rate of 4.0 lb./1000 sq.
ft.
B. Following seeding, area shall be tightly raked to mingle seed with the top 1/8 to
1/4 inch of soil. Areas shall then be smoothed and rolled.
C. Following rolling, entire shall be watered until equivalent of a 2-inch depth of
water shall have been applied to entire seeded surface, at a rate which will not
dislodge seed. Water shall be repeated thereafter as frequently as required to
prevent drying of surface, until grass attains an average height of 1 1/2 inches.
D. At the Contractor's option, seed may be spread by the hydroseeding methods,
utilizing power equipment commonly used for that purpose. Seed and mulch
shall be mixed and applied to achieve application quantities specified herein for
the conventional seeding method, with mulch applied at the rate of 2700 lb. dry
weight of mulch per acre.
A mulching machine, acceptable to the Architect, shall be equipped to eject the
thoroughly wet mulch material at a uniform rate to provide the mulch coverage
specified. Other provisions specified above for conventional seeding shall apply
to hydro seeding.
1. If the results of hydroseeding application are unsatisfactory, the mixture
and/or application rate and methods shall be modified to achieve the re-
quired results.
2. After the grass has appeared, all areas and parts of areas which fail to
show a uniform stand of grass, for any reason whatsoever, shall be re-
seeded and such areas and parts of areas seeded repeatedly until all areas
are covered with a satisfactory growth of grass.
3.02 SILT FENCE
A. Silt fencing shall be placed around existing drainage channels and at the no-cut
and no fill lines before commencement of any earthwork. Silt fencing shall be
installed prior to all upgradient earthwork.
B. Silt fence shall be installed around the stockpiled topsoil and other aggregate
material.
3.03 MAINTENANCE AND REMOVAL OF EROSION CONTROL DEVICES
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 6
A. The Contractor shall inspect the effectiveness and condition of the erosion con-
trol devices during storm events, after each rainfall of one-inch magnitude or
greater, prior to weekends, and prior to any forecasted storm events.
B. Wetland areas, water courses, and drainage swales adjacent to construction ac-
tivities shall be monitored twice each month for evidence of silt intrusion and
other adverse environmental impacts, which shall be corrected immediately up-
on discovery.
C. Culverts and drainage ditches shall be kept clean and clear of obstructions dur-
ing construction period.
1. Cleaning: Sediment build-up at silt fencing and hay bale structures shall
be removed when the sediment accumulation is 1/2 the design height.
Sediment basin shall be cleaned when the sediment accumulates to one
foot of depth.
2. The Contractor shall repair or replace damaged erosion control devices
immediately, and, in no case, more than four hours after observing such
deficiencies, and as directed by the Architect.
3. The Contractor shall be prepared to implement interim drainage controls
and erosion control measures as may be necessary during the course of
construction, and as directed by the Architect.
4. The Contractor shall make available on-site, equipment, materials and la-
bor necessary to effect emergency erosion control and drainage im-
provements within four hours of any impending emergency situation.
5. The Contractor shall comply with recommendations of the Architect to
make repairs or supplement erosion control procedures during the course
of construction.
6. If, in the opinion of the Architect, the sequencing of operations, condition
of erosion control devices, and turbidity level of runoff are unsatisfactory,
the Architect will direct the Owner to order the Contractor to cease work
and order the Contractor to make corrections within 24 hours, at no ex-
pense to the Owner.
7. The Contractor shall make a final inspection, clean all cross culverts and
sweep off roadways as approved by the Architect before Contract close-
out.
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 7
8. Condition of erosion control device shall be checked twice each month or
more frequently as required. Damaged and/or deteriorated items shall be
replaced. Erosion control devices shall be maintained in place and in ef-
fective condition.
9. Sediment deposits shall be disposed of off-site, in a location and manner
which will not cause sediment nuisance elsewhere.
E. Removal of Erosion Control Devices
1. Erosion control devices shall be maintained until all disturbed earth has
been paved or vegetated, at which time they shall be removed. After re-
moval, areas disturbed by these devices shall be re-graded and seeded.
2. Erosion protection material shall be kept securely anchored until ac-
ceptance of completed slope or entire Project, whichever is later.
3.04 NPDES CONSTRUCTION GENERAL PERMIT COMPLIANCE
A Contractor to comply with requirements for the Federal EPA National Pollution
Discharge Elimination System (NPDES) General Permit for Storm Water Dis-
charges from Construction Activities. Compliance by the Contractor shall in-
clude, but is not limited to the following:
· Contractor shall prepare and submit the EPA Notice of Intent as required
by provisions of the general permit.
· Contractor shall develop, implement, and maintain a Storm Water Pollu-
tion Prevention Plan (SWPPP) that adheres to the requirements contained
in the general permit.
· Contractor shall adhere to permit requirements in regard to site inspec-
tions and record-keeping.
· Contractor shall submit Notice of Termination documentation to the EPA at
the end of the construction period.
B. General information in regard to the Construction General Permit, as well as in-
formation relating to permit compliance, can be found at the NPDES website
(http://cfpub.epa.gov/npdes).
42 RUSTLEWOOD RIDGE
NORTHAMPTON, MASSACHUSETTS
SEDIMENT AND EROSION CONTROL 31 25 00 - 8
C. A failure by the Contractor to comply with provisions of the General Permit for
Storm Water Discharges from Construction Activities in a timely manner shall
not constitute grounds for an extension of the contract period.
END OF SECTION
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix H – Endangered Species Documentation
October 14, 2022
United States Department of the Interior
FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office
70 Commercial Street, Suite 300
Concord, NH 03301-5094
Phone: (603) 223-2541 Fax: (603) 223-0104
In Reply Refer To:
Project Code: 2023-0004527
Project Name: 42 Rustlewood Ridge
Subject:List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
Please review this letter each time you request an Official Species List, we will continue
to update it with additional information and links to websites may change.
About Official Species Lists
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Federal and non-Federal project
proponents have responsibilities under the Act to consider effects on listed species.
The enclosed species list identifies threatened, endangered, proposed, and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please note that under
50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this
species list should be verified after 90 days. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
by returning to an existing project’s page in IPaC.
Endangered Species Act Project Review
Please visit the “New England Field Office Endangered Species Project Review and
Consultation” website for step-by-step instructions on how to consider effects on listed
10/14/2022 2
species and prepare and submit a project review package if necessary:
https://www.fws.gov/office/new-england-ecological-services/endangered-species-project-review
*NOTE* Please do not use the Consultation Package Builder tool in IPaC except in specific
situations following coordination with our office. Please follow the project review guidance on
our website instead and reference your Project Code in all correspondence.
Northern Long-eared Bat Update - Additionally, please note that on March 23, 2022, the
Service published a proposal to reclassify the northern long-eared bat (NLEB) as endangered
under the Endangered Species Act. The U.S. District Court for the District of Columbia has
ordered the Service to complete a new final listing determination for the NLEB by November
2022 (Case 1:15-cv-00477, March 1, 2021). The bat, currently listed as threatened, faces
extinction due to the range-wide impacts of white-nose syndrome (WNS), a deadly fungal
disease affecting cave-dwelling bats across the continent. The proposed reclassification, if
finalized, would remove the current 4(d) rule for the NLEB, as these rules may be applied only to
threatened species. Depending on the type of effects a project has on NLEB, the change in the
species’ status may trigger the need to re-initiate consultation for any actions that are not
completed and for which the Federal action agency retains discretion once the new listing
determination becomes effective (anticipated to occur by December 30, 2022). If your project
may result in incidental take of NLEB after the new listing goes into effect this will first need to
be addressed in an updated consultation that includes an Incidental Take Statement. If your
project may require re-initiation of consultation, please contact our office for additional
guidance.
Additional Info About Section 7 of the Act
Under section 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal
agencies are required to determine whether projects may affect threatened and endangered
species and/or designated critical habitat. If a Federal agency, or its non-Federal
representative, determines that listed species and/or designated critical habitat may be affected by
the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402.
In addition, the Federal agency also may need to consider proposed species and proposed critical
habitat in the consultation. 50 CFR 402.14(c)(1) specifies the information required for
consultation under the Act regardless of the format of the evaluation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at:
https://www.fws.gov/service/section-7-consultations
In addition to consultation requirements under Section 7(a)(2) of the ESA, please note that under
sections 7(a)(1) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal
agencies are required to utilize their authorities to carry out programs for the conservation of
threatened and endangered species. Please contact NEFO if you would like more information.
Candidate species that appear on the enclosed species list have no current protections under the
10/14/2022 3
▪
ESA. The species’ occurrence on an official species list does not convey a requirement to
consider impacts to this species as you would a proposed, threatened, or endangered species. The
ESA does not provide for interagency consultations on candidate species under section 7,
however, the Service recommends that all project proponents incorporate measures into projects
to benefit candidate species and their habitats wherever possible.
Migratory Birds
In addition to responsibilities to protect threatened and endangered species under the Endangered
Species Act (ESA), there are additional responsibilities under the Migratory Bird Treaty Act
(MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from
project-related impacts. Any activity, intentional or unintentional, resulting in take of migratory
birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife
Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these
Acts see:
https://www.fws.gov/program/migratory-bird-permit
https://www.fws.gov/library/collections/bald-and-golden-eagle-management
Please feel free to contact us at newengland@fws.gov with your Project Code in the subject
line if you need more information or assistance regarding the potential impacts to federally
proposed, listed, and candidate species and federally designated and proposed critical habitat.
Attachment(s): Official Species List
Attachment(s):
Official Species List
10/14/2022 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
New England Ecological Services Field Office
70 Commercial Street, Suite 300
Concord, NH 03301-5094
(603) 223-2541
10/14/2022 2
Project Summary
Project Code:2023-0004527
Project Name:42 Rustlewood Ridge
Project Type:Residential Construction
Project Description:Construction of Single Family House
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@42.3559831,-72.67797335376991,14z
Counties:Hampshire County, Massachusetts
10/14/2022 3
1.
Endangered Species Act Species
There is a total of 2 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9045
Threatened
Insects
NAME STATUS
Monarch Butterfly Danaus plexippus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9743
Candidate
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
1
10/14/2022 4
IPaC User Contact Information
Agency:Berkshire Design Group
Name:Christopher Chamberland
Address:4 allen pl
City:northampton
State:MA
Zip:01060
Email chrisc@berkshiredesign.com
Phone:4130000000
▪
October 14, 2022
United States Department of the Interior
FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office
70 Commercial Street, Suite 300
Concord, NH 03301-5094
Phone: (603) 223-2541 Fax: (603) 223-0104
In Reply Refer To:
Project code: 2023-0004527
Project Name: 42 Rustlewood Ridge
Subject:Consistency letter for the '42 Rustlewood Ridge' project indicating that any take of the
northern long-eared bat that may occur as a result of the Action is not prohibited
under the ESA Section 4(d) rule adopted for this species at 50 CFR §17.40(o).
Dear Christopher Chamberland:
The U.S. Fish and Wildlife Service (Service) received on October 14, 2022 your effects
determination for the '42 Rustlewood Ridge' (the Action) using the northern long-eared bat
(Myotis septentrionalis) key within the Information for Planning and Consultation (IPaC)
system. You indicated that no Federal agencies are involved in funding or authorizing this
Action. This IPaC key assists users in determining whether a non-Federal action may cause
“take”[1] of the northern long-eared bat that is prohibited under the Endangered Species Act of
1973 (ESA) (87 Stat.884, as amended; 16 U.S.C. 1531 et seq.).
Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a
result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at
50 CFR §17.40(o). Unless the Service advises you within 30 days of the date of this letter that
your IPaC-assisted determination was incorrect, this letter verifies that the Action is not likely to
result in unauthorized take of the northern long-eared bat.
Please report to our office any changes to the information about the Action that you entered into
IPaC, the results of any bat surveys conducted in the Action area, and any dead, injured, or sick
northern long-eared bats that are found during Action implementation.
If your Action proceeds as described and no additional information about the Action’s effects on
species protected under the ESA becomes available, no further coordination with the Service is
required with respect to the northern long-eared bat.
The IPaC-assisted determination for the northern long-eared bat does not apply to the following
ESA-protected species that also may occur in your Action area:
Monarch Butterfly Danaus plexippus Candidate
10/14/2022 2
You may coordinate with our Office to determine whether the Action may cause prohibited take
of the animal species listed above.
________________________________________________
[1]Take means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to
attempt to engage in any such conduct [ESA Section 3(19)].
10/14/2022 3
Action Description
You provided to IPaC the following name and description for the subject Action.
1. Name
42 Rustlewood Ridge
2. Description
The following description was provided for the project '42 Rustlewood Ridge':
Construction of Single Family House
Approximate location of the project can be viewed in Google Maps: https://www.google.com/
maps/@42.3559831,-72.67797335376991,14z
Determination Key Result
This non-Federal Action may affect the northern long-eared bat; however, any take of this
species that may occur incidental to this Action is not prohibited under the final 4(d) rule at 50
CFR §17.40(o).
Determination Key Description: Northern Long-eared Bat 4(d) Rule
This key was last updated in IPaC on May 15, 2017. Keys are subject to periodic revision.
This key is intended for actions that may affect the threatened northern long-eared bat.
The purpose of the key for non-Federal actions is to assist determinations as to whether proposed
actions are excepted from take prohibitions under the northern long-eared bat 4(d) rule.
If a non-Federal action may cause prohibited take of northern long-eared bats or other ESA-listed
animal species, we recommend that you coordinate with the Service.
10/14/2022 4
1.
2.
3.
4.
5.
6.
7.
8.
Determination Key Result
Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a
result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at
50 CFR §17.40(o).
Qualification Interview
Is the action authorized, funded, or being carried out by a Federal agency?
No
Will your activity purposefully Take northern long-eared bats?
No
[Semantic] Is the project action area located wholly outside the White-nose Syndrome
Zone?
Automatically answered
No
Have you contacted the appropriate agency to determine if your project is near a known
hibernaculum or maternity roost tree?
Location information for northern long-eared bat hibernacula is generally kept in state
Natural Heritage Inventory databases – the availability of this data varies state-by-state.
Many states provide online access to their data, either directly by providing maps or by
providing the opportunity to make a data request. In some cases, to protect those resources,
access to the information may be limited. A web page with links to state Natural Heritage
Inventory databases and other sources of information on the locations of northern long-
eared bat roost trees and hibernacula is available at www.fws.gov/media/nleb-roost-tree-
and-hibernacula-state-specific-data-links-0.
Yes
Will the action affect a cave or mine where northern long-eared bats are known to
hibernate (i.e., hibernaculum) or could it alter the entrance or the environment (physical or
other alteration) of a hibernaculum?
No
Will the action involve Tree Removal?
Yes
Will the action only remove hazardous trees for the protection of human life or property?
No
Will the action remove trees within 0.25 miles of a known northern long-eared bat
hibernaculum at any time of year?
No
10/14/2022 5
9.Will the action remove a known occupied northern long-eared bat maternity roost tree or
any trees within 150 feet of a known occupied maternity roost tree from June 1 through
July 31?
No
10/14/2022 6
Project Questionnaire
If the project includes forest conversion, report the appropriate acreages below.
Otherwise, type ‘0’ in questions 1-3.
1. Estimated total acres of forest conversion:
1.4
2. If known, estimated acres of forest conversion from April 1 to October 31
1.4
3. If known, estimated acres of forest conversion from June 1 to July 31
0
If the project includes timber harvest, report the appropriate acreages below.
Otherwise, type ‘0’ in questions 4-6.
4. Estimated total acres of timber harvest
0
5. If known, estimated acres of timber harvest from April 1 to October 31
0
6. If known, estimated acres of timber harvest from June 1 to July 31
0
If the project includes prescribed fire, report the appropriate acreages below.
Otherwise, type ‘0’ in questions 7-9.
7. Estimated total acres of prescribed fire
0
8. If known, estimated acres of prescribed fire from April 1 to October 31
0
9. If known, estimated acres of prescribed fire from June 1 to July 31
0
If the project includes new wind turbines, report the megawatts of wind capacity
below. Otherwise, type ‘0’ in question 10.
10. What is the estimated wind capacity (in megawatts) of the new turbine(s)?
0
10/14/2022 7
IPaC User Contact Information
Agency:Berkshire Design Group
Name:Christopher Chamberland
Address:4 allen pl
City:northampton
State:MA
Zip:01060
Email chrisc@berkshiredesign.com
Phone:4130000000
42 Rustlewood Ridge October 14, 2022
Florence, Massachusetts Stormwater Pollution Prevention Plan (SWPPP)
Appendix I – Detailed Project Schedule
Month 1: Nov
Site prep/ Excavation
Septic
Concrete footings, foundation walls
Backfill & rough grade
Month 2: Dec
Framing walls, floors, roof
Windows & doors install
Roofing
Month 3: Jan
Siding
Rough Plumbing, under slab
Rough Electrical
Rough HVAC
Month 4: Feb
Floor slab
Gyp ceiling/lid
Air barrier
Month 5: March
Insulation
Drywall
Prime coat
Month 6: April
Finishes
Month 7: May
Finishes
Final grading
Landscaping/seeding
Driveway
Month 8: June
Fixtures-plumbing & electrical
Month 9: July
Finishes
Cleaning
Inspections CO.