HomeMy WebLinkAbout20200440 Crescent Street Subdivision SWPPP CI��SCENT STR�ET RESI:DENTIAL I)EVELOPMENT �
CITY OF SARATOGA SPRINGS
SARATOGA COUNTY, NEW YORK
BASIC STORMWATER POLLUTION PREVENTION PLAN
June 29, 2020
Prepared For:
Bella Home Builders, Inc
David DePaulo
228 Church Street
Saratoga Springs, NY 12866
Prepared By:
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E N � I N E E R 1 N G
2452 State Route 9,Suite 301
Malta,NewYork 1 2020
Table of contents
1.0 EXECUTIVE SUMMARY........................................................................................................................................ 1
1.1 Responsibilities of the Participants................................................................................................................... 1
1.2 Participant Contact Information......................................................................................................................3
2.0 SITE DESCRIPTION...............................................................................................................5
2.1 Location...............................................................................................................................................................5
2.2 Topography.........................................................................................................................................................5
2.3 Wetlands and Watercourses..............................................................................................................................5
2.4 Threatened/Endagered Species.........................................................................................................................5
2.5 Land Cover.........................................................................................................................................................6
2.6 Soils......................................................................................................................................................................6
2.7 Existing Land Use..............................................................................................................................................7
3.0 PROJECT DESCRIPTION.............................................................................................................................. 7
4.0 STORMWATER EROSION AND SEDIMENT CONTROLS...................................................................... 7
4.1 Erosion and Sediment Controls.........................................................................................................................7
4.2 Other Pollutant Controls...................................................................................................................................8
4.3 Bcst Managcment Practices..............................................................................................................................10
5.0 CONSTRUCTION SEQUENCE SCHEDULING(PHASING PLAN)........................................................12
6.0 IMPLEMENTING THE SWPPP....................................................................................................................13
6.1 Employee Training............................................................................................................................................13
6.2 Site Inspections..................................................................................................................................................13
6.3 Maintenance......................................................................................................................................................14
6.4 Certitication.................................................................................................................. 14
6.5 Project Completion..........................................................................................................15
APPENDICIES
Appendix A: Site Location Map
Appendix B: Erosion and Sediment Control Plan&Details
Appendix C: Notice of Intent(NOn
Appendix D: Notice of Termination(NOT)
Appendix E: MS4 Stormwater Pollution Prevention Plan Acceptance Form
Appendix F: Contactor's Certification Page
Appendix G: SHPO Documentation
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1.0 EXECUTIVE SUMMARY
This Stormwater Pollution Prevention Plan(SWPPP) has been prepared pursuant to the Stormwater Regulations
of the Environmental Protection Agency (EPA) and the New York State Department of Environmental
Conservation (NYSDEC). All parties as defined below are responsible for executing the SWPPP, complying
with the requirements set forth in the NYSDEC's State Pollution Discharge Elimination System (SPDES)
General Permit (GP-0-20-001) and with the requirements of any local governing agencies having jurisdiction
over the project.
This SWPPP outlines methods that Owners, Contractors and/or subcontractors can use to maintain water quality
and prevent sediment laden runoff from entering surface waterbodies and other sensitive environments. This
plan describes methods for stormwater management and summarizes stormwater pollution prevention practices
that can be used from the start of construction until the project has undergone final stabilization.
1.1 Responsibilities of the Participants
All responsible parties shall comply with the measures set forth in this SWPPP and in accordance with the
NYSDEC General Permit. The following outlines the responsibilities of all participants:
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The following is a summary of the Owner's responsibilities:
1. Satisfy the requirements of the State Environmental Quality Review Act when SEQR is applicable and
where required, all necessary Department permits subject the Uniform Procedures Act(UPA).
2. Read and understand the Notice of Intent (NOI) and the SWPPP to make sure they are in accordance
with the requirements of the General Permit. Certify the NOI and the SWPPP by signing the
Owner/Operator Certification statement contained in the NOI. The owner shall have the SWPPP
preparer sign the "SWPPP Preparer Certification" contained in the NOI. The NOI should then be
submitted to:
NYSDEC "Notice of Intent"
Bureau of Water Permits
625 Broadway
Albany, New York 12233-3505
3. If the project is subject to the requirements of a regulated, traditional land use control MS4, the SWPPP
shall be reviewed and accepted by the MS4 prior to submitting the NOI to the NYSDEC. If accepted,
the MS4 will sign the"MS4 SWPPP Acceptance" form.
4. Ensure the provisions of the SWPPP are implemented from the commencement of construction activity
until final stabilization and the Notice of Termination(NOT)has been submitted to the NYSDEC.
5. Identify the contractor(s) and/or subcontractors(s) involved with construction activity that disturbs site
soils prior to commencement of construction. Require all contractor(s) and/or subcontractor(s) fully
implement the SWPPP and adhere to requirements set forth in the General Permit by having them sign
the "contractor certification" in Appendix A. Each of these contractors and subcontractors shall have at
least one trained individual from their company that will be responsible for implementation of the
SWPPP and be on site when soil disturbing activities are occurring.
6. Maintain a copy of the General Permit (GP-0-20-001), NOI, NOI Acknowledgement Letter, SWPPP,
MS4 SWPPP Acceptance form, Contractor Certification(s), and inspection reports for the duration of
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construction activity until a NOT is filed with the NYSDEC. These documents should be kept in a
secure location on site accessible during normal working hours.
7. Obtain the services of a qualified inspector to conduct regular on-site inspections for general compliance
with the SWPPP and the SPDES General permit at least once every seven(7) calendar days.
8. Upon project completion and when the site has reached final stabilization, the Owner shall have the
qualified inspector perform a final site assessment. If the project has been properly stabilized and has
met all requirements, the qualified inspector shall sign the "Qualified Inspector Certification" of the
NOT. The owner shall certify the NOT by signing the certification contained in the NOT. The NOT
should then be submitted to:
NYSDEC "Notice of Termination"
Bureau of Water Permits
625 Broadway
Albany,New York 12233-3505
9. Retain all site records and documentation including project plans and reports, the SWPPP, SWPPP
inspection reports and all records of data used to complete the NOI for a minimum of five (5) years
from the date the site reached final stabilization.
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The following is a summary of the Engineer's responsibilities:
1. Prepare this SWPPP using good Engineering practices, best management practices, and in compliance
with NYSDEC Stormwater Regulations under General Permit (GP-0-20-001) and the "New York
Standar^ds and Specifications for Erosion and Sediment Control".
2. Prepare the NOI for the Owner to submit to the NYSDEC. The SWPPP preparer shall sign the"SWPPP
Preparer Certification"contained in the NOI.
3. Update the SWPPP each time there is a significant modification to the design or construction which may
have a significant effect on the potential for discharge of pollutants into receiving waters.
Contractors and Sub Contractors
The following is a summary of responsibilities for Contractors and/or subcontractors involved with construction
activities that disturb soils on site:
1. Certify that the SWPPP has been read and understood by signing the Contractor Certification statement
contained in Appendix F of this report.
2. Fully implement the SWPPP and the requirements set forth in the SPDES General Permit.
3. Conduct inspections on a regular basis of the erosion and sedimentation controls installed at the site.
Responsible for installing, constructing, repairing, inspecting, and maintaining the erosion and sediment
control practices. Each of these contractors and subcontractors shall have at least one trained individual
from their company that will be responsible for implementation of the SWPPP and be on site when soil
disturbing activities are occurring.
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The following is a summary of the Site Inspector's responsibilities:
1. Conduct on-site inspections at least once every seven(7) calendar days for general compliance with the
SWPPP and the NYSDEC SPDES General Permit. Inspection reports will be provided to the Owner and
all contractors and subcontractors involved with earth disturbing activities within one business day of
the field inspection. The inspector shall sign the certifying statements contained at the end of the
inspection reports.
2. Review the SWPPP logbook on a periodic basis to ensure compliance and update as necessary.
3. When construction is complete, provide the Owner with a final site assessment verifying that the site
has undergone final stabilization and met all requirements of the SWPPP and the General Permit.
4. When the site has undergone final stabilization, prepare the NOT and sign the "Qualified Inspector
Certification". The NOT must then be mailed to the Owner to sign and submit to the NYSDEC.
1.2 Participant Contact Information
�Qwzxerlf] �ci•ato�' En 'nee�Firm Contractor&Subcontractor
Bella Home Builders, LLC Lansing Engineering, P.C. � TBD
Dave DePaulo 2452 State Route 9, Suite 301
228 Church Street Malta,NY 12020
Saratoga Springs,NY 12866 (518) 899-5243
(518)312-8874
2.0 SITE DESCRIPTION
This section briefly describes existing and proposed hydrologic and hydraulic conditions at and around the
project site as they relate to surface water management planning considerations. Subsequent sections contain a
description of the manner in which site runoff will be managed to minimize effects on areas adjacent to the site.
2.1 Location
The project is located along Crescent Road between Adams Street and Jackson Street in the City of Saratoga
Springs. The project encompasses two parcels approximately 0.28f acres and 0.66f acres in size and an
undeveloped alley of approximately O.OSf acres providing a total project area of 0.99f acres. The project area is
currently occupied by a single-family residence along with areas of large evergreen trees and grassed lawn
currently utilized for parking for the Saratoga Springs Racetrack and an existing gravel driveway. The parcels
are located within the UR-2 Urban Residential2 zone as zoned by the City of Saratoga Springs.
2.2 Topography
Based on USGS topography imported data, the site generally slopes from a high point located along the
southeastern property corner to the north and west towards the northern boundary of the project area.
2.3 Wetlands and Watercourses
The parcel does not contain any wetlands or watercourses.
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2.4 Threatened/Endangered Species
The parcel does not contain any threatened or Endangered Species.
2.5 Land Cover
The project site is currently occupied by a single-family residence, grassed lawn areas and a gravel driveway
utilized for parking for the Saratoga Springs Racetrack.
2.6 Soils
� Deerfield Loamy Fine Sand, (DeA)—(0 to 3%slopes): This is a very deep, moderately well drained soil
formed in water sorted sand. It is found on the glacial outwash plains and terraces.The permeability is
moderately rapid or rapid in the surface,rapid in the subsoil and very rapid in the substratum. Surface
runoff generated is slow and the soil has a slight erosion hazard. Depth to bedrock is generally greater
than 5 feet. (Hydrologic Soil Type A)
2.7 Existing Land Use
The project site is currently occupied by a single-family residence, grassed lawn area and a gravel driveway
utilized for parking for the Saratoga Springs Racetrack.
3.0 PROJECT DESCRIPTION
The proposed project consists of single-family development. The site development will include the demolition
of the existing single-family residence and the subdivision of the existing 0.99f acre project site into 6 parcels.
One single-family residential unit is proposed for each parcel. The proposed residences will be services by new
public water and sanitary sewer services.Disturbance of the project area will be minimized to the greatest extent
possible.
4.0 STORMWATER EROSION AND SEDIMENT CONTROLS
Several types of temporary erosion and sediment controls are required during construction as shown on the
project plans and per the General Permit. Guidelines and recommendations can be found in the "New York
Standards and Specifications for Erosion and Sediment Control."
Selection of temporary stormwater controls will be on an "as needed basis" and will depend on the specific
conditions of the site. Since site characteristics can change significantly during construction, it is important to
monitor the site regularly to ensure the proper selection and implementation of the necessary controls.
4.1 Erosion and Sedimentation Controls
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These controls include, but are not limited to stabilized construction entrances, silt fence, construction fencing,
Rolled Erosion Control Product,Mulch, soil stockpile areas, and staging and waste areas.
S1rr�iilr,,e�1 CoFrsfr•rrc•tinja Err1i•rt�tcc�
This temporary structural measure is a stabilized pad of aggregate underlain with filter fabric located at any
point where traffic will be entering or leaving a construction site to or from a public right-of-way, street, alley,
sidewalk or parking area. The purpose of a stabilized construction entrance is to reduce or eliminate the tracking
of sediment onto public rights-of-ways or streets. The entrance shall be maintained in a condition which will
prevent tracking of sediment onto public right-of-way, street, alley, sidewalk or parking area. This may require
periodic top dressing with additional aggregate. This will remain in place and be maintained until the project site
has been permanently stabilized.
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This temporary structural measure is a temporary barrier of geotextile fabric used to intercept sediment laden
runoff from small drainage areas of soil. It is installed along the perimeter of impacted areas and along the base
of fill slopes. Silt fencing is effective in reducing stormwater runoff velocities, assist in the deposition of
transported sediment load and prevent erosion of soils onto adjacent areas. Maintenance shall be performed
when the silt fencing has been damage or collapsed and material removed when "bulges" (generally when the
depth of sediment equals 1/3 of the fence height) develop in the silt fence. These will remain in place and be
maintained until the project site has been permanently stabilized.
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This temporary structural measure is installed along the perimeter of the project area. In many cases the limits of
disturbance will coincide with the fencing or flagging or indicate buffer areas to be protected. The fencing or
flagging is effective when used to separate the project area from the adjacent areas used by the public.
Construction Fencing, Chain Link Fencing or Flagging is relatively low maintenance, but should be repaired
when damaged. These will remain in place and be maintained until the project site has been permanently
stabilized.
Rnllc�r!_I:rnsioi� Crr�ttrt�l Pi�nrlr�r�t(RL'CP1
This temporary structural measure is installed in areas that have steep slopes (generally greater than 3:1) to
stabilize the slope and reduce the erosion potential. RECP's types include jute netting, straw blankets, wood
fiber (excelsior) blankets, polypropylene blankets, straw-coconut blankets, coconut fiber blankets, eta The
RECP's are typically impregnated with grass seed and sometimes stapled to the exposed soil. Inspect RECP's
after each rain event and repair if needed, including installing additional material and staples. If the RECP is
undermined, roll back the material, add soil to finish grade and replace the material with staples as needed. In
most cases,these will remain in place permanently(degrading over weeks,months or even years).
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This temporary structural measure is a plant residue or other suitable material that is applied to the bare soil
surface to prevent soil erosion. Mulching is effective in conserving moisture and modify surface soil
temperature fluctuations, prevent surface compaction or crushing, reduce runoff and erosion, control weeds and
help establish plant cover. Mulching types include plant fibers such as hay or straw, chipped native materials,
green or composted organic materials, wood or bark chips, hydraulic mulches from recycled paper, hydraulic
mulches from wood fiber, and hydraulic matrices (bonded fiber matrix). Inspect mulches after each rain event
and repair if needed, including applying additional mulch. These will remain in place permanently (degrading
over weeks,months or even years).
Sni1.S�nch.nilc,�rerrs
These are approved locations where topsoil and other soil materials may be stored. These stockpiles will be
protected from erosion by a number of inethods, including installing silt fencing around the down gradient
perimeter of the stockpile and seeding and mulching the stockpile when not in use for more than 14 days,unless
the stockpile will be active within 21 days.
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These are approved locations where non-soil, non-erodible materials may be stored. Soils shall not be stored in
these areas.
Project plans specify the location, size, quantity, and details of the selected temporary measures. Steep slopes
and exposed soils should be stabilized with silt fences, mulching blankets, geo-textiles, geo-synthetic drainage
netting, hay or any other stabilization measure shall be used that will significantly reduce the risk of erosion.
Stabilization measures should be initiated as soon as practical in portions of the site where construction activities
have temporarily or permanently ceased, but in no case more than 14 days. All disturbed areas will be
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reclaimed by use of permanent vegetation, impervious surfaces including structures and paved driveways and
roads.
4.2 Other Pollutant Controls
Paints and Solvents
During construction,temporary structures such as construction trailers may be moved on site to store items such
as paints, solvents and gasoline pertinent to the continuation of construction activities. The intention of these
structures is to shelter potential contaminants from stormwater and reduce the potential of toxic chemicals from
entering the stormwater runoff due to construction activities.
Solvents and detergents may be stored on-site that will be used for regular cleaning and maintenance of
construction vehicles or temporary structures. Solvents shall be used in cleaning machinery pursuant to 6
NYCRR Part 750. After use, solvents shall be disposed of in approved containers and removed from site at
scheduled intervals. Vehicle wash water that contains detergents must be disposed of into the sanitary sewer.
Concrete Washout
In the event concrete is delivered and placed on site, delivery trucks will require an area to stockpile barreUcone,
shutes, and other equipment. A centrally located concrete washout area approximately 15-feet square and 2.5-
feet deep shall be constructed. This washout area shall be enclosed by silt fence, located next to a paved road
and situated a minimum of 50-feet from a watercourse. If required, temporary diversion dikes shall be
constructed around washout area to prevent stormwater from entering washout location.
Waste material from concrete washout operations shall be periodically removed and legally disposed of when
two-thirds of the washout storage area has accumulated with material. At the end of construction all material
from the washout area shall be removed and disposed of.
Material Stnckpilcr Area
Materials utilized for construction or equip�nent storage areas shall be constructed to prevent runoff from
coming in contact with stored items/equipment. Contractor shall clear area(s) indicated on project plans and
excavate into native material a minimum of 6-inches for placement of Marafi 100X fabric and 6-inch stone pad.
Contractor to verify that area to be utilized is dry and stable and notify engineer if area shown on project plans is
not adequate. No materials/equipment shall be constructed within 50-feet of a water course.
If necessary, temporary perimeter dikes shall be constructed to prevent runoff from entering the stone pad. Silt
fencing shall be installed a minimum of 5-feet downslope of storage area. Should additional area be required the
contractor shall construct additional storage areas as necessary in conformance with the project plans, any
additional areas are to be documented by contractor in the on-site SWPPP.
Snil Sluc^kpile.4r•c�p
During cut and fill operations topsoil and other excavated material will be stockpiled on site for placement in fill
areas as construction progresses. In an effort to prevent runoff from coming in contact with stockpiled soils or
soils from entering existing watercourses, managed stockpile areas shall be constructed in the areas indicated on
the project plans. The contractor shall verify that the proposed areas are dry and stable, and to notify the
engineer if area is not adequate. No soils or excavated materials shall be stockpiled within 50-feet of a
watercourse.
Contractor shall install silt fence 5-feet downslope of each pile and construct any perimeter diversion dikes if
required. Material shall be stabilized with seed and mulch if not to be utilized/disturbed within 14 days unless
stockpile is projected to be disturbed within 21 days. Seed and much will reduce wind blown and rain instigated
erosion from the stockpiles exposed steep slopes.
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Fuels
Fuel for construction equipment shall either be obtained from a licensed distributor of petroleum products or
from an approved above ground storage tank on site. A distributor may be contracted to arrive on site
periodically and fill all equipment as necessary. All distributors of petroleum products must have adequate
liability insurance to mitigate and clean up any spills that occur on site as well as obtain appropriate permits and
licenses from the NYSDEC. All above ground storage tanks with a combined capacity of 1,100 gallons shall be
installed pursuant to 6 NYCRR Part 614 Standards for New and Substantially Modified Petroleum Storage
Facilities.
Fuel from construction vehicles may come into contact with stormwater when vehicles are stored outside. Good
housekeeping and preventative maintenance procedures shall be implemented to ensure fuel spills and leaks are
minimized during refueling and storage. Any small-scale fuel or oil spills must be remedied immediately and
contaminated soils shall be disposed of appropriately. The designated spill prevention and response team shall
handle large-scale gasoline spills.
Oil and other petroleum products may be stored on site in limited quantities to ensure the continued operation of
construction equipment in the event a scheduled delivery is unavailable. Items shall be stored in their original
containers within temporary structures and shall not be exposed to stormwater. Used oil and petroleum products
shall be stored in approved containers until recycled or disposed of at an approved disposal facility.
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Temporary sanitary facilities may be located on site for construction workers. This facility shall be located in an
accessible and visible location. Such a facility shall be leak and tip proof. A waste management company may
be contracted to arrive on site and provide the routine pumping and sanitization of the facility. Such a company
shall have adequate liability insurance to mitigate and clean up any spills that occur on site as well as
appropriate permits and licenses from the NYSDEC.
Dust Control
Construction traffic must enter and exit the site at the stabilized construction entrance. The purpose is to trap
dust and mud that would otherwise be carried off-site by construction traffic. Water trucks will be used as
needed during construction to reduce dust generated on the site. Dust control must be provided by the General
Contractor to a degree that is acceptable to the Owner, and in compliance with applicable local and state dust
control regulations.
Solid Waste
No solid materials, including building materials, are allowed to be discharged from the site with storm water.
All solid waste, including disposable materials incidental to the major construction activities, must be collected
and placed in containers. The containers will be emptied periodically by a contract trash disposal service and
hauled away from the site.
Ther�nal Pollution
Stormwater that comes in contact with roadways, driveways, parking lots or other impermeable surfaces may
increase in temperature during warm weather. If stormwater is discharged into surface water bodies, the
temperature of the water body may also increase, potentially threatening plant and animal species sensitive to
temperature changes as well as providing an environment that may cause nuisance species to flourish. After
development is complete, impervious areas shall be graded to sheet flow to adjacent vegetated areas before
entering surface waters.
4.3 Best Management Practices
Throughout construction, care shall be taken to ensure sediment does not enter surface water bodies and
chemicals do not enter stormwater, potentially contaminating surface and groundwater supplies. The following
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Best Management Practices (BMP) shall be observed to maintain responsible environmental practices on the
construction site.
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Good housekeeping is essential to reducing the risk of contaminating runoff waters during every stage of
construction. The General Contractor shall ensure supervisors train each employee in good housekeeping
practices as they pertain to the implementation of this SWPPP.
Immediately following mobilization, the General Contractor shall take an inventory of all equipment and
containers containing hazardous or toxic materials and submit this inventory to the Owner to keep on-site with
this Stormwater Pollution Prevention Plan. This inventory shall be updated regularly to reflect changes in the
quantity or type of hazardous and toxic materials stored on site. In the event of a spill, the Spill Response Team
can refer to the inventory if the contents of the spill are unknown.
All equipment shall be operational while it is stored on site. Inspections shall be conducted regularly to ensure
all equipment is free of leaks and that oil and grease are not in contact with soils or stormwater. Portable
equipment such as chain saws, drills as well as hand tools must be placed within a trailer or under cover at the
end of each work day.
A storage area shall be designated on-site where all hazardous or toxic materials are stored. Each employee shall
return the materials to the designated storage area following use. Chemicals, including oil, grease, solvents and
detergents shall be stored on-site in approved containers only. Used chemicals shall be disposed of in refuse
containers and removed periodically. Containers shall be regularly inspected to ensure the integrity of the
container and seals to prevent leaks.
A scheduled clean-up shall occur at the end of each workweek. During this clean up, empty containers of
solvents, oils, grease,paints and detergents shall be disposed of, containers of gasoline shall be placed in trailers
where they are not in contact with stormwater and the inventory shall be updated. Empty containers shall not be
permitted on the ground.
Preventative Maintenance
All on-site vehicles must be inspected regularly for oil and grease leaks. All leaks shall be repaired immediately
upon obtaining the appropriate equipment. If the leak cannot be fixed immediately, it shall be temporarily
mitigated to prevent the flow of contaminants onto the soil and potentially into the stormwater. If necessary, the
reservoir will be drained to stop the flow of contaminants or the vehicle will be moved under cover. Drip pans
shall be used when performing any maintenance or cleaning on construction vehicles.
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The safety of employees and neighbors shall be of utmost concern when hazardous or toxic chemicals are stored
or utilized on-site. Materials Safety Data Sheets (MSDS) shall be obtained for all toxic or hazardous substances
that are stored on-site to provide employees with a valuable database in assessing risk in the event of a spill.
Any above ground storage tanks on site shall be installed pursuant to 6 NYCRR Part 614. According to the
New York State "Minimum Standards for New and Substantially Modified Above Ground Storage Facilities",
all tanks installed must meet or exceed the design criteria in one or more of the following design or
manufacturing standards: UL No. 142, UL No. 58, API Standard No. 650, API Standard No. 620, CAN4-S601-
M84 or CAN4-S630-M84. Tanks constructed of wood, concrete, aluminum, fiberglass reinforced plastic as well
as riveted or bolted steel tanks are not permitted.All tanks must have installed leak detection systems, secondary
containment, corrosion protection, and undergo periodic monitoring pursuant to all Part 614 requirements.
Should a spill occur, trained individuals shall be on-call at all times to mitigate the potential negative effects of a
spill. The General Contractor shall have trained employees knowledgeable in the location of sorbent, brooms,
10 of 21
rags and mops in the event of a small-scale spill. An inventory of equipment and its location shall be posted in a
visible location as well as kept in proximity to this SWPPP. If the General Contractor does not have Hazardous
Materials trained employees on site, a firm that specializes in handling spills, soil and water contamination shall
be called.
After a spill occurs, all personnel not trained in hazardous materials spill response shall be asked to evacuate the
immediate area. The New York State NYSDEC of Environmental Conservation (NYSDEC) Spill Response
Team shall be called to investigate the spill and determine if additional actions should be taken to ensure the
safety of personnel and nearby residents. Should any employee have a suspected injury, a local emergency
squad must be contacted immediately.
5.0 CONSTRUCTION SEQUENCE SCHEDULING(PHASING PLAN)
Temporary stabilization methods will be implemented before construction begins and will be continuously
modified throughout the project to provide the best methods for stormwater management and pollution
prevention. For more details pertaining to construction sequence, please refer to the "NYSDEC Instruction
Manual for Stormwater Construction Permit" pages 23-26. The project is anticipated to begin in summer of
2017 and end in the fall of 2018, although full build out of lots will be based on market conditions. Phasing of
activities is as follows:
Pre-Construction Activities
� Owner and Contractor to review this document with all employees and subcontractars to gain
understanding of the management features and sediment controls outlined in this document as they
relate to the engineered project plans.
• Perform a site investigation to identify all natural resources and mark and protect them as necessary i.e.
trees, vegetation, and wetlands. Note any discrepancies that may exist between the site and what is
shown on the engineered project plans as they pertain to existing watercourses, ground cover,
topography, wetlands, etc.
• Notify design engineer of any discrepancies.
• Identify on site and downstream surface water bodies and install controls to protect them from
sedimentation.
• Establish a temporary stabilized construction entrance per the New York State Standards and
Specifications for Erosion and Sediment Control Handbook, July 2016, to capture mud and debris from
the tires of construction vehicles.
• Install perimeter sediment controls such as silt fence as shown on the project plans.
• All earth disturbance during this phase should be limited to work necessary to install erosion and
sedimentation controls.
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• Install runoff and drainage controls as shown on the project plans and as necessary. These controls
should reduce run-off flow rates and velocities as well as divert off site and clean run-off.
■ Stabilize the conveyance system i.e. ditches, swales, berms etc. by seeding, mulching, installing rock
check dams.
• Stabilize all run-off outlets as shown on the project plans and as necessary.
• Limit soil disturbance to small areas and preserve as much of the existing vegetation as practical.
• All topsoil stockpiles should be staged in an area away from surface waters and storm drains and should
be protected and stabilized.
• Earth disturbance is not allowed in established buffers, within any regulated distance from wetlands,
within the high water line of a body of water affected by tidal action or other such protected zones.
• At any location where surface run-off from disturbed or graded areas may flow off-site, sedimentation
control measures must be installed to prevent sedimentation from being transported.
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• Regular inspections and maintenance should be performed as described in the following section.
• Construct temporary material storage and soil stockpile areas
• In the event concrete is delivered and placed on site, delivery trucks will require an area to truck
barrel/cone, chutes, and other equipment. A centrally located concrete washout area approximately 15-
feet square and 2.5-feet deep shall be constructed. This washout area shall be enclosed by silt fence,
located next to a paved road and situated a minimum of 100-feet from a watercourse. If required,
temporary diversion dikes shall be constructed around washout area to prevent stormwater from
entering washout location.
• Waste material from concrete washout operations shall be periodically removed and legally disposed of
when two-thirds of the washout storage area has accumulated with material. At the end of construction
all material from the washout area shall be removed and disposed of.
• Remove perimeter silt fence when a permanent stand of vegetation is achieved.
• Clear brush and trees within proposed building envelope.
• Construct a temporary material stockpile area on individual lot for homebuilding construction. Size of
area may vary per homebuilder, however general material/storage stockpile measures shown on
construction drawings shall be followed.
• Perform required grading and homebuilding operations
• Perform required utility connections
• Stabilize lawn areas not to be disturbed with seed and mulch
• Pave driveway.
• Stabilized remaining areas.
• Remove temporary erosion and sediment control practices (i.e. silt fence)
6A IMPLEMENTING THE SWPPP
6.1 Employee Training
All employees on site shall be aware of the stipulations of this SWPPP as it pertains to their everyday activities.
All employees must be able to recognize potential problems and have the ability to provide temporary
stabilization measures, as appropriate, to mitigate stormwater runoff before problems occur. The NYSDEC
periodically holds workshops on erosion and sediment control. It is recommended that on site personnel attend
these workshops to keep training current and up to date. All contractors and subcontractors involved with soil
disturbing activities shall have at least one trained individual from their company be responsible for
implementation of the SWPPP and be on site when soil disturbing activities are occurring.
6.2 Site Inspections
The Owner shall ensure all erosion and sediment controls identified in the SWPPP are maintained and effective
from commencement of construction to the filing of the NOT. The Owner shall inspect the erosion and
sediment controls identified in the SWPPP to ensure they are installed and maintained in accordance with the
most current version of the "New York StandaYds and Specifications for Erosion and Sediment Control". It is
the responsibility of the Owner, Contractor and subcontractors to continuously monitor construction activities to
ensure the measures outlined in this report are being implemented. The owner shall have a qualified inspector
perform site inspections for construction activities identified in Table 1 and 2 of Appendix B of the NYSDEC
SPDES General Permit (GP-0-20-001). A qualified professional is defined as a person such as a Professional
Engineer, Certified Professional in Erosion and Sediment Control (CPESC) ar a soil scientist.
Once construction begins regular inspection of construction activities by the qualified professional are required
at least once every seven (7) calendar days to ensure deficiencies regarding erosion and sedimentation are
reported and corrected. Areas which have not been fully stabilized, areas used for materials storage and all
structural control measures must be inspected to monitor erosion and assess the risk of sedimentation. The
12 of 21
qualified inspector shall certify all inspection reports. Inspection reports will be faxed to the Owner, Contractor
and subcontractors within one business day of the completion of the inspection. Corrective action to address any
deficiencies at the site shall be initiated within one business day of receiving the notification.
All erosion and sediment controls must be installed and maintained according to the New York Standards and
Specifications for Erosion and Sediment Control. The main items to consider are:
1. Site Stabilization - All bare/exposed soils must be stabilized by an established vegetation, straw or
mulch, matting, rock or other approved product such as rolled erosion control product. Seeding of areas
along with mulching is encouraged, however seeding alone is not considered acceptable for proper
stabilization.
2. Sediment Barriers - Barriers must be properly installed at all necessary perimeter and sensitive
locations.
3. Slopes - All slopes and grades must be properly stabilized with approved methods. Rolled erosion
control products must be used on all slopes greater than 3/1, or where conditions for erosion dictate such
measures.
4. Soil Stockpiles - Stockpiled soils must be protected by the use of established vegetation, an anchored-
down straw or mulch, rolled erosion control product or other durable covering. A barrier must be
installed around the pile to prevent erosion away from that location.
5. Construction Entrance - All entrance/exit locations to the site must be properly stabilized and must be
maintained to accommodate snow management as set forth in the New York Standards and
Specifications for Urban Erosion and Sediment Control.
6. Snow Management - Snow management must not destroy or degrade erosion and sediment control
practices.
At the end of the construction season when soil disturbance activities will be finalized or suspended until the
following spring, it may be desirable to reduce the frequency of the required inspections in accordance with
NYSDEC Winter Site Stabilization Standards and Specifications. To be allowed to reduce inspection
frequencies, the owner must notify the Regional Office stormwater contact person in writing prior to reducing
the frequency of inspections. During periods of reduced inspection frequency, inspections must still be
completed at least every thirty(30) days.
The owner shall complete stabilization activities (perimeter controls, traps, barriers etc) before proper
installation is precluded by snow cover or frozen ground. If vegetation is desired, seeding, planting, and/or
sodding must be scheduled to avoid die-off from fall frosts and allow for proper germination/establishment.
Frozen ground, winter conditions and equipment can affect erosion and sediment control practices. Check for
damage during monthly inspections and repair as necessary. This is especially important during thaws and prior
to spring rain events.Weekly inspections must resume no later than March 15 or as directed by the Department.
If the soil disturbance is completely suspended and the site is properly stabilized it may be desirable to reduce
the inspection frequency to a minimum of once every thirty (30) calendar days. To be allowed to reduce
inspection frequencies, the owner must notify the Regional Office stormwater contact person in writing prior to
reducing the frequency of inspections.
The SWPPP shall be reviewed to evaluate its overall effectiveness in preventing sediment laden stormwater
runof£ Temporary stabilization methods shall be assessed, and new methods shall be established, should any
method be determined to be inadequate. All changes shall be included in the SWPPP.
13 of 21
A current copy of the SWPPP must be maintained on site at all times. The Owner shall maintain a copy of the
General Permit, NOI, NOI Acknowledgement Letter, Contractor certifications, and inspection reports in the on
site Logbook. All record keeping shall be maintained on site and be made available to the permitting authority
upon request.
6.3 Maintenance
It shall be necessary to maintain all temporary controls installed as well as vegetative measures across the site.
During construction, maintenance of these stabilization measures shall be the responsibility of the Contractors
and/or appropriate subcontractors. Vegetative plantings must not be allowed to become overgrown. Vegetation
shall be removed should it be ineffective and be replaced with a variety of grasses, trees and shrubs more
suitable for preventing stormwater runof£ Silt fences must be inspected regularly to ensure that they are still
effective and their capability to reduce stormwater runoff has not been reduced due to prolonged sun exposure.
Guidelines and recommendations for installation and maintenance practices can be found in the "New York
Standards and Specifications for Erosion and Sediment Control".
6.4 Certification
Prior to starting construction, the Owner must certify that to the best of their knowledge this SWPPP was
prepared in accordance with the requirements in the NYSDEC SPDES General Permit and that it meets all
federal, state and local erosion and sediment control requirements. The certifying statement is contained in the
NOI.
All appropriate contractors and subcontractors involved in soil disturbing activities are responsible for fully
implementing the SWPPP. They are required to sign the certifying statement presented in Appendix A of this
report.
All weekly inspection reports are to be certified by the qualified inspector performing the on site inspections.
6.5 Project Completion
At the time of final stabilization, the Owner's Site Inspector shall perform a final site assessment to verify that
all construction activity identified in the SWPPP has been completed, that all disturbance has undergone final
stabilization and that all temporary erosion and sediment controls have been removed. Final stabilization as
defined in the General Permit "means that all soil disturbance activities have ceased and a uniform, perennial
vegetative cover with a density of eighty (80) percent over the entire pervious surface has been established; or
other equivalent stabilization measures, such as permanent landscape mulches, rock rip-rap or washed/crushed
stone have been applied on all disturbed areas that are not covered by permanent structures, concrete or
pavement".
Once a final site assessment has been conducted, a NOT shall be prepared and certified by the Owners' Site
Inspector as described in Section 1.1 of this report. The NOT should then be signed by the Owner and submitted
to the NYSDEC. All record keeping must be kept for at least five (5) years from the date that the site has
achieved final stabilization.
14 of 21
Appendix A:
Site Location Map
15 of 21
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S ITE LO CATI O N MAP
o �ao raoQ 2000 4aoa
PRELIMINARY/NOT FOR CONSTRUCTION
UNAUTHORIZED ALiERAl10N OR
ADDI710N TO THIS DOCUMENT � � � � .
IS A VIOLATION OF hiE
NYS EDUCAiION LAW. � � � � . -
COPYRIGHT LANSING
ENGINEERING, PC.
�, LAN S I I�V G SI TE LOCATI ON M AP
E N G I N E E R I N G
2452 STA7E ROUTE 9,SUITE 30'I PROJ. N0: ���•�� S L- 1
MALTA,NY'I 2020 SCALE: AS SHOWN
(S'I e)899-5243 DATE: 06/25/2020 SHEET 1 OF 1
Appendix B:
Erosi'on and Sediment Control Plan&Details
16 of 21
Appendix C:
Notice of Intent(NOI)
17 of 21
� 0644089821 �
NOTICE OF INTENT
New York State Department of Environmental Conservation
,� Division of Water
�� � 625 Broadway, 4th Floor NYR������
�� Albany, New York 12233-3505 cfo= DEC use on�y,
Stormwater Discharges Associated with Construction Activity Under State
Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-20-001
All sections must be completed unless otherwise noted. Failure to complete all items may
result in this form being returned to you, thereby delaying your coverage under this
General Permit. Applicants must read and understand the conditions of the permit and
prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants
are responsible for identifying and obtaining other DEC permits that may be required.
-IMPORTANT-
RETURN THIS FORM TO THE ADDRESS ABOVE
OF7NER/OPERATOR NNST SIGN FORM
Owner/Operator Information
i� �
Owner/[%��erator (�.:r:,m:��,�7y Name/Private Owner Name/MuniciJ»1ity� Namej_ __
. .
_ _ __�����__. _ �� 1�_L � � --
� �
Owner/c�}�erator Contact Person Last Name (NOT CONSULTANT) � � _� �
--.._..- -
I I_ _ � T� . � _ � I � �T
Owner/c::�x_�erator Contact Person First Name
--- -•— —
1_1_ __I 1 - � 1T.__ l� l l�f _ I ��1�-.
Owner/� erator Mailinq Address
- . _ .. — --
—
;__�__�_ � _ _i _ _ �_ ; , �� �-_Z�
��t�
i�� � _ � � _ . 1 �__� l � �
�
state z��a
� � �l��
Phone [Owner/[7p�.:•rator; Fax (Owner/=:)��c�r ator)
� - ��� - � __1- :_ � -� � 1 �-� - �Tr_�
Email (Owner/Q��rator) _
—_
_-1- I- --- - - �l_�_, . -_ P, � __ 1 1 l _l i 1 I-1--1 _ .
_ ---
- ---
r_ 1 ._ i_ � !_ __ � _LJJ� � _ _
FED TAX ID
i _—
_ 1 i - ___I (not required for individuals)
--
� Page 1 of 14 �
I 6401089828 �
� Project Site Information �
Prc. jectlSite Name
-- _. ..
�- _l_ 1 ! _ _ i _ -i �� 1---1 : - 1 __
SLreet Address {t�C7T P.C}. �C�X}
��- 1 I_ I :
_ _
_ _ __ .
� � f � a f_ __ _ _I_ -f�l�
Side of Street
O North O South O East O West
Cit}�/Town/Villa��e (THAT ISSUES BUILDING PERMIT)
- _ _ ___
�--- _l _ 1� . . I _ --� l _ —— �
State Zip _ County _ DEC Re ion
�N .Y � __i 1���_ _ _ l J- I !_ � —��._ ._-� _�_�_. �._._.1�
Name of N¢�rest Cross Street
- -
�� �I i _ _ I l ___ � _ I _�l � a---——
Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street
_T..
— I _I_� _ O North O South O East O West
1 1
Tax f�Iap Numbers Tax Map Numbers
�ec�t�.:�n--Block-Pa rcel
�
i �1- 1 .1 � � 1 l _� �_I — TI�!
1. Provide the Geographic Coordinates for the project site. To do this, go to the
NYSDEC Stormwater Interactive Map on the DEC website at:
https://gisservices.dec.ny.gov/gis/stormwater/
Zoom into your Project Location such that you can accurately click on the centroid of
your site. Once you have located the centroid of your project site, go to the bottom
right hand corner of the map for the X, Y coordinates. Enter the coordinates into the
boxes below. For problems with the interactive map use the help function.
X Coordinates �Easting} Y Coordinates {Northing}
-� - _ � ! 4 _ � I �
Ex. -73.749 Ex. 42.652
__ __
` 2. What is the nature of this construction project?
�
O New Construction
O Redevelopment with increase in impervious area
O Redevelopment with no increase in impervious area
�
� Page 2 of 14 �
� 4107089829 �
3. Select the predominant land use for both pre and post development conditions.
SELECT ONLY ONE CHOICE FOR EACH
Pre-Development Post-Development
Existing Land Use Future Land Use
O FOREST O SINGLE FAMILY HOME Number of Lots
-- —
O PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION —�
O CULTIVATED LAND Q TOWN HOME RESIDENTIAL
O SINGLE FAMILY HOME �MULTIFAMILY RESIDENTIAL
O SINGLE FAMILY SUBDIVISION � INSTITUTIONAL/SCHOOL
� TOWN HOME RESIDENTIAL � INDUSTRIAL
O MULTIFAMILY RESIDENTIAL � COMMERCIAL
O INSTITUTIONAL/SCHOOL Q MUNICIPAL
O INDUSTRIAL O ROAD/HIGHWAY
O COMMERCIAL 0 RECREATIONAL/SPORTS FIELD
O ROAD/HIGHWAY
� BIKE PATH/TRAIL
O RECREATIONAL/SPORTS FIELD Q LINEAR UTILITY (water, sewer, gas, etc. )
O BIKE PATH/TRAIL Q PARKING LOT
O LINEAR UTILITY O CLEARING/GRADING ONLY
O PARKING LOT � DEMOLITION, NO REDEVELOPMENT
O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc. )
---
_ _�
O OTHER
--—
*Note: for gas well drilling, non-high volume hydraulic fractured wells only
,�
4. In accordance with the larger common plan of development or sale,
enter the total project site area; the total area to be disturbed;
existing impervious area to be disturbed (for redevelopment
activities) ; and the future impervious area constructed within the
disturbed area. (Round to the nearest tenth of an acre. )
Future Impervious
Total Site Total Area To Existing Impervious Area Within
Area Be Disturbed Area To Be Disturbed Disturbed Area
__l_ . • I _�_ � :�- I _l __l�l•�� _._ 1 _ ��.
5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes O No
� 6. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site.
A B C D
�J � �_I� � lT� � �J �
7. Is this a phased project? O Yes O No
Start Date End Date
8. Enter the planned start and end - - i - i �
dates of the disturbance u ' � � _I f� i _ � � � ' � , ��
activities.
� Page 3 of 14 �
I 8600089821 �
,'�!. Identify the nearest surface waterbody(ies) to which construction site runoff will
discharge. �
Name
_:�Z � __. � �-_ _ � _ _� S � �
_ _ _
__ --_ -- _ _ 1 _1 _ i__� - �- . _ ,
��T�. ''yF��' �::r .•:at:e-�re�„dy :.c:t.r;t.i.i-.:e� .in c;�iic�t.inc; �:��
{-7 Wet��nd / State Surisc�iction Qn Site (�atiswer 9L�y
'_� Wetland / 5tate Jurisciictican i�f� SiLe
�:� Wetlarid / I"ederal �7uzisdic,tion C7n Site (Tlr.swer �b�
O Wetland / Federal Jurisdiction Off Site
O Stream / Creek On Site
O Stream / Creek Off Site
� River On Site
9b. How was the wetland identified?
O River Off Site
O Lake On Site � Regulatory Map
O Lake Off Site Q Delineated by Consultant
O Other Type On Site Q Delineated by Army Corps of Engineers
� +�rt�er 'Pype �if Sit� OOther (identify+l
�, I—I�J_�J� I �—.� �. --—_ l_._.
.
10. Has the surface waterbody(ies) in question 9 been identified as a O Yes O No
303 (d) segment in Appendix E of GP-0-20-001?
� 11. Is this project located in one of the Watersheds identified in
Appendix C of GP-0-20-001? " Y�$ ` '��
12. Is the project located in one of the watershed
areas associated with AA and AA-S classified O Yes O No
waters?
If no, skip question 13.
13. Does this construction activity disturb land with no �
existing impervious cover and where the Soil Slope Phase is O Yes O No
identified as an E or F on the USDA Soil Survey?
If Yes, what is the acreage to be disturbed?
-
I l-[ _l
14. Will the project disturb soils within a State
regulated wetland or the protected 100 foot adjacent O Yes O No
area?
� Page 4 of 14 �
I 6403089820 �
1_`,. L7��e�- the �:i'Fr� rur:�7fL r-,-.nter r� s.�E�arate sterni s��ra�i
raysl:em {including roa�:isic�� c�r.aix�s, swalPs, ditches, ;-, y�� , ��Q ����nown
ci�].verts, �tc) ?
16. What is the name of the municipality/entity that owns the separate storm sewer
system?
—:—
� � _ _. . , ....a c ___i �-' _��-��
_
_ _ 1- i .T l i 1-1_� i I 7 l _l�� � l _ _.1
17. Uoes any YLLII��r� fram ti�� sate efztc�� a sew�r c:l��sifie�i , � ��� ,_, �o ,[Snknown I
as a Crm?.�ina�cl :=ec��r? - '
18. Will future use of this site be an agricultural property as
defined by the NYS Agriculture and Markets Law? O Yes O No
1 1.9. Is this pr.nperty ❑wnerl 1>y � sta�e authority. staY,.e agcne.Y,
Ifed�ral qavernmcnt r�r .to�al gcavprruaeiit? O Yes O No
20. Is this a remediation project being done under a Department
approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup Q Yes O No
Agreement, etc. )
21. Has the r�quiseci �ros.ion and Sec�ixner_� C�a��itrnl u�smpnneilt of the
SWL��sP been r�evc�Loped in conformanc� with tl�e curr�nt NY5 � �y�s �4
Standards arir� $p�cifica�ions frar Er�sic��7 �nd 5e��irnerrt ConL-r�1
(.aka Blue E.�oak} ?
22. Does this construction activity require the development of a
SWPPP that includes the post-construction stormwater management
practice component (i.e. Runoff Reduction, Water Quality and O Yes O No
Quantity Control practices/techniques) ?
If No, skip questions 23 and 27-39.
23. t�ias the post-rr,nstrt.a�ta.�an sLr�rr�EwaCer 7�ianagent�nt: �rra��ticR c;c�mpqnan't �
o� the SWPPP been dev�lr,perl a.n confarmarr�c with the r_�irrent t�YS O Yes O No
Stc,z-mwatr.r Managenle3zl L?�siot� l+�iant�al? �
� Page 5 of 14 �
I 0251089825 �
24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by:
t
O Pz�ofessional Engineer (P.E.)
O Soil and Water Conservation District (SWCD)
O Registered Landscape Architect (R.L.A)
O Certi£ied Professional in Erosion and Sediment Control (CPESC)
O Owner/Operator
Other _ _ ___ __
--- -_ __- ---
� � � � � 1 _f_�_ � __� _ � �_ _ � _. � � � � �
SWPPP Pre arer
�.
� i � � 1 � l�_ � i__�_ _l _� _.
Contact Name fLast, �3pace, Firsti
I�T—�Tl i � �� i —l�--l--� -T�I T i_1_� _�_i� 1
_ �Mailir�� Address
I � 1 l l 1 � 1 T�_I _1� I 1 T1�T . . _: _.�1J
City
--- — -
� � 11 _�_ u�� -� _� __� :a �. � �_ 1:-- � �_��
State 'Li
W . — � I1
Phone Fax
_._f � — _ _� — �_ _ � � - -- -- __�� — _ � .
Email
_
l � � l _I �i _l _ l l . J J 1 �_ 1 � --�---- �
�_ _ ___l�l- . . �T�T � _�—TT-1�_ � �- I —T__��__ � � �.
SWPPP Preparer Certification
I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for
this project has been prepared in accordance with the terms and conditions of
the GP-0-20-001. Furthermore, I understand that certifying false, incorrect
or inaccurate information is a violation of this permit and the laws of the
State of New York and could subject me to criminal, civil and/or
administrative proceedings.
First Name MI
-� � � � _ � _�_ �
Last Name
! � _�--—1 � I o— �I �T�f��J�
Signature
Date
� _ � ____���
� Page 6 of 14 �
� 0005089822 �
j 25. Has a construction sequence schedule for the planned management
I practices been prepared? O Yes O No
�.......-- --__
26. Select all of the erosion and sediment control practices that will be
employed on the project site:
Temporary Structural Vegetative Measures
O Check Dams O Brush Matting
O Construction Road Stabilization O Dune Stabilization
O Dust Control O Grassed Waterway
O Earth Dike �Mulching
O Level Spreader O Protecting Vegetation
O Perimeter Dike/Swale O Recreation Area Improvement
O Pipe Slope Drain O Seeding
O Portable Sediment Tank O Sodding
O Rock Dam O Straw/Hay Bale Dike
O Sediment Basin O Streambank Protection
O Sediment Traps � Temporary Swale
O Silt Fence O Topsoiling
O Stabilized Construction Entrance O Vegetating Waterways
O Storm Drain Inlet Protection
Permanent Structural
O Straw/Hay Bale Dike
O Temporary Access Waterway Crossing O Debris Basin
O Temporary Stormdrain Diversion O Diversion
O Temporary Swale O Grade Stabilization Structure
O Turbidity Curtain O Land Grading
O Water bars O Lined Waterway (Rock)
O Paved Channel (Concrete)
Biotechnical O Paved Flume
O Brush Matting O Retaining Wall
O Wattling O Riprap Slope Protection
O Rock Outlet Protection
Other O Streambank Protection
______L_�_1 I�- --���T��f l : i � � � � i__f-� -�: , -�-#
_--�--- 1 �i_ � � l�f_ J�1J - _ � _ T7 T-f
� Page 7 of 14 �
I 0182089828 �
Post-construction Stormwater Management Practice (SMP) Requirements
Important: Completion of Questions 27-39 is not required
if response to Question 22 is No.
27. Identify all site planning practices that were used to prepare the final site
plan/layout for the project.
O Preservation of Undisturbed Areas
O Preservation of Buffers
O Reduction of Clearing and Grading
O Locating Development in Less Sensitive Areas
O Roadway"Reduction
O Sidewalk Reduction
O Driveway Reduction
O Cul-de-sac Reduction
O Building Footprint Reduction
O Parking Reduction
27a. Indicate which of the following soil restoration criteria was used to address the
requirements in Section 5.1.6("Soil Restoration") of the Design Manual
(2010 version) .
O Al1 disturbed areas will be restored in accordance with the Soil
Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) .
O Compacted areas were considered as impervious cover when calculating the
WQv Required, and the compacted areas were assigned a post-construction
Hydrologic Soil Group (HSG) designation that is one level less permeable
than existing conditions for the hydrology analysis.
28. Provide the total Water Quality Volume (WQv) required for this project (based on
final site plan/layout) .
Total WQv Required
� . ��acre-£eet
�
29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and
Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce
the Total WQv Required(#28) .
Also, provide in Table 1 the total impervious area that contributes runoff to each
technique/practice selected. For the Area Reduction Techniques, provide the total
contributing area (includes pervious area) and, if applicable, the total impervious
area that contributes runoff to the technique/practice.
Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used
to treat and/or reduce the WQv required. If runoff reduction techniques will not
be used to reduce the required WQv, skip to question 33a after identifying the
SMPs.
� Page B of 14 �
I 7738089822 Table 1 - Runoff Reduction (RR) Techniques �
and Standard Stormwater Management
Practices (SMPs)
Total Contributing Total Contributing
Area (acres} Impeacvivus Area(acres�
RR Techniques (Area Reductiony
O Conservation of Natural Areas (RR-1) . . . I__�� •�J and/or •
O Sheetflow to Riparian �.� ` `�
8uffers/Filters Strips (RR-2) , , , , _ , , , , , and/or � j
O Tree Planting/Tree Pit (RR-3) . , . , , . . _ _ _ ..� and/or!
O Disconnection of Rooftop Runoff (RR-4) . . . •, and/or: • '
RR Techniques (Volume Reduction) �
O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Rain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • . . . , . . . . . . . . .
O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � 4 li
O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � l_
O Porous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •
.._w..�_.
O Green Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Standard SMPs with RRv Capacity
O Infiltration Trench (I-1) � • • • • • • • • • • • - - • - - • • - • • • � - • • • � • • • • � � • • ? '�.
O Infiltration Basin (I-2) . . . . . . . . . • . . . • . . • • • . . . . . . . . . . . . . . . . . . .
O Dry Well (I-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Underground Infiltration System (I-4) • - . . �
. . . . . . . . . . . . . . . . . . . . „
O Bioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
O Dry Swale (O-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
i ,
Standard SMPs
----
O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . _I
O Wet Pond (P-2) . . . . . . . . . . . . . . . . . • • • • • • • • • • . . . . . . . . . . . . . . . . . . . . .
O Wet Extended Detention (P-3) • - • - • • • - • - • • • • • • � • • • • • � • - • • • • - • • - - i� �
i
O Multiple Pond System (P-4) • • • • • • • • . • • - • • • • • • • • • • • - • • • • - - - - • • • • •
O Pocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i
O Surface Sand Filter (F-1) • • • • • • • • • • • • � � - � • • - • • - - - • • • • • • - • • • • - • •�
O Underground Sand Filter (F-2) • • • • • • • • • • • • � • • • • • • • . � • • • • . • • • - • _
O Perimeter Sand Filter (F-3) • - - • • • • • • • • • • � • • • • • • • • • • • • • • • - • • - - •
r
O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Extended Detention Wetland (W-2) , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,
O Pond/Wetland System (W-3) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,
O Pocket Wetland (W-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Wet Swale (O-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �
� Page 9 of 14 -- — �
I 0762089822 �
Table 2 - Alternative SMPs
(DO NOT INCLUDE PRACTICES BEING
USED FOR PRETREATMENT ONLY)
I Total Contributing
Alternative SMP Impervious Area(acres)
O Hydrodynamic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Wet Vault
O Media Filter
OOther . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • •
1TI . . . . . . . . . . . . . . . . . . � I. _
Provide the name and manufacturer of the Alternative SMPs (i.e.
proprietary practice(s) ) beirig used for WQv treatment.
Name _1-�— I �.���1_.1�_ . � � � _�—.�
-
_..
Manufacturer �
� , —., —.— ,_ � �
Note: Redevelopment projects which do not use RR techniques, shall
� use questions 28, 29, 33 and 33a to provide SMPs used, total
� WQv required and total WQv provided for the project.
l
r
30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and
Standard SMPs with RRv capacity identified in question 29.
Total RRv provided
_.__ .. ..
• � __ _acre-feet
31. Is the Total RRv provided (#30) greater than or equal to the
total WQv required (#28) .
O Yes O No
If Yes, go to question 36.
If No, go to question 32.
�
32. Provide the Minimum RRv required based on HSG.
[Minimum RRv Required = (P) (0. 95) (Ai) /12, Ai=(S) (Aic) ]
Minimum RRv Required
I 1 _J•�Jacre-feet
�' _ __ _
32a. Is the Total RRv provided (#30) greater than or equal to the
Minimum RRv Required (#32) ? O Yes O No
If Yes, go to question 33.
Note: Use the space provided in question #39 to summarize the
specific site limitations and justification for not reducing
1000 of WQv required (#28) . A detailed evaluation of the
specific site limitations and justification for not reducing
1000 of the WQv required (#28) must also be included in the
SWPPP.
If No, sizing criteria has not been met, so NOI can not be
' processed. SWPPP preparer must modify design to meet sizing
, criteria. ,
� Page 10 of 14 �
I 1766089827 �
33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in
Table 2 that were used to treat the remaining
total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) .
Also, provide in Table 1 and 2 the total impervious area that contributes runoff
to each practice selected.
Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects.
33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs
identified in question #33 and Standard SMPs with RRv Capacity identified
in question 29.
WQv Provided
__ _acze-feet
Note: For the standard SMPs with RRv capacity, the WQv provided by each practice
= the WQv calculated using the contributing drainage area to the practice
- RRv provided by the practice. (See Table 3.5 in Design Manual)
34. Provide the sum of the Total RRv provided (#30) and
the WQv provided (#33a) . I •��
_ —_
f 35. Is the sum of the RRv provided (#30) and the WQv provided
(#33a) greater than or equal to the total WQv required (#28) ? O Yes O No
i
If Yes, go to question 36.
If No, sizing criteria has not been met, so NOI can not be
processed. SWPPP preparer must modify design to meet sizing
�
criteria.
36. Provide the total Channel Protection Storage Volume (CPv) required and
provided or select waiver (36a) , if applicable.
CPv Required CPv Provided
� __I• �acre-feet �_ ._ I acre-feet
36a. The need to provide channel protection has been waived because: �
O Site discharges directly to tidal waters
or a fifth order or larger stream.
� Reduction of the total CPv is achieved on site
through runoff reduction techniques or infiltration systems.
37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or
select waiver (37a) , if applicable.
Total Overbank Flood Control Criteria (Qp)
Pre-Development Post-development
�l CFS _ _�I,'�_ I CFS
Total Extreme Flood Control Criteria (Qf)
Pre-Development Post-development
I—.�_—' ..—_� _ I ICFS �. . .�- � --�CFS
� Page 11 of 14 �
I 1310089822 �
� 37�i. The a7eeu t.o m�:.•L tltie Q�3 :;iici �i �r:i��Li�� ]t:a�� kie��ii 'v,aivtci i��e�:i:r::;e:
�.:! 5ite discharges directly tn ti[�al vraters
r�r a fiLth c�rder or ].argar strc�a�m.
r_� br,t•�;��:�ream anaIysis reve�ss that tne Q� znc� QS
cr�ritrols are ricat �--ec�ua.red
38. Has a long term Operation and Maintenance Plan for the
post-construction stormwater management practice(s) been O Yes O No
developed?
If Yes, Identify the entity responsible for the long term
Operation and Maintenance
���-J�1�_ , : � ��_ _��-� i_ _C l l �
1 ;_� _l 1 IJ-J�� _ � _ 1�1-1��
-- _---.
�`.-�9. []st: this space to summ�r.iz� the s��erific site Zimil_ations and justificr�tion �
ior not reducing 1000 of ir�Q� r�q�airrd��7H) . {See question 32ay
Ti�is space can also be used £or oi_h�x pettinent prnject information.
I
� Page 12 of 14 �
� 4285089826 �
40. Identify other DEC permits, existing and new, that are required for this
project/facility.
O Air Pollution Control
� Coastal Erosion
O Hazardous Waste
O Long Island Wells
�Mined Land Reclamation
O Solid Waste
O Navigable Waters Protection / Article 15
O Water Quality Certificate
O Dam Safety
O Water Supply
� Freshwater Wetlands/Article 24
O Tidal Wetlands
O Wild, Scenic and Recreational Rivers
O Stream Bed or Bank Protection / Article 15
O Endangered or Threatened Species (Incidental Take Permit)
O Individual SPDES
N Y R
p SPDES Multi-Sector GP �'
- ---.
--
O Other
� None
A1. L�e� thiu praj�r't *-�=�-3�.tir:.. � i,1� 11.r:i3y ['c.�r.-„s �f t?r�c�t.i,��=ert
Udr=t_l�a�td �'._rmll "e
- � Yes �Na
If Yes, Zndicate Sixe o£ ImpaGt. �__��. _
42. Is this project subject to the requirements of a regulated,
traditional land use control MS4? O Yes O No
(If No, skip question 43)
43. 3-l�s the "MS� SWPFP Acc�ptanc�" f�rm beer. signecJ by t=1�� p�fncipal
executi.ve c�ffic`vr �,r rarrikinq c�l.ectec� officiai �nri : tif�m.i?:ted alonq Yes � ; No
, witri this racal�
44. If this NOI is being submitted for the purpose of continuing or transferring
coverage under a general permit for stormwater runoff from construction
activities, please indicate the former SPDES number assigned. N�Y R 1 t� l
� Page 13 of 14 �
� 3547089826 �
awner/Dperat�r Certification ti
� F f�aG�e r �J ai: l Fc;x a�� �e�� �he ��rm�� �,�;1±ri � -, a:ic� beliFva �heL 7 ��ncd t Yaiiti tii�m. T ��sr, I
uz�iFr s�a��r tt��� , i,i1:?��: ���e !c.rna:; r� i k.e ���>c:•�a r re e may he i p>>ting te_Ii.i iem�ii%; i f:e,err1 r�.• ty' I
t�rort ttlra [i�.-�rament and the �arresp�n.iitty documer.is wese prei��.reci txnder my dlrec.t.i.nn or yu�iervisivn. 7. am
�•M1are that tiiere are signi£irnr�f� penaAt..ie5 fas a�.tk�mitting fa1::�: inrormation, including the passibility aE �
��r.e �nd amnriscr.ment f�r �:r:.�wi�:� v.ialaCi.ons. I fu�'ther iindesstand that cover.afe under the general permit
wi1.1 t�e idc:nt i::..c:d i.n kitie ackt�owledgment that I wi11 re[-eive as a result pf submit.ti.ng Chis 1�C�� anci c;in `
he ae ].nni� a,s si.xtiy {E{1) b��s�ries=; days •3s �rac�ided for in the qeneral pexnit. I alsn �.fiiderstand Char., by
submittinq this N�7S, I am ac}:nowlesigi�yy Lhat tlie SwPPP hss hcE�n [jCv[1ogL�d and will L� �mplemented as the
f.S 1'`:'I�. �;I.l��P1li'lll. 1j1 �:p:;struct.ion, and aqreeirtq ta ce�mply with a11 the i:erms ai:�:� condit.ioi:s ol tl2e qeneral
U�rni:i� fai s,�2ii,.h tl�i.is t7nI is 1�ai,ncT suhmil:ti�c3.
Print First Alame MI
! ��i l � 1 1 � � �.---- �l
Print Last 2�ame
—
' ` l� _ -- -
Owaer�Operator Signature
Date
� � If �- _ � �
� Page 14 of 14 �
Appendix D:
Notice of Termination(NOT)
18 of 21
New York State Department of Environmental Conservation
Division of Water
625 Broadway, 4th Floor
Albany, New York 12233-3505
*(NOTE: Submit completed form to address above)*
NOTICE OF TERMINATION for Storm Water Discharges Authorized
under the SPDES General Permit for Construction Activity
Please indicate your permit identification number: NYR �u
I. Owner or Operator Information
1. Owner/Operator Name:
2. Street Address:
3. City/State/Zip:
4. Contact Person: 4a.Telephone:
4b. Contact Person E-Mail:
II. Project Site Information
5. Project/Site Name:
6. Street Address:
7. City/Zip:
8. County:
III. Reason for Termination
9a. ❑All disturbed areas have achieved final stabilization in accordance with the general permit and
SWPPP. *Date final stabilization com leted month/ ear :
9b. ❑ Permit coverage has been transferred to new owner/operator. Indicate new owner/operator's
permit identification number: NYR
(Note: Permit coverage can not be terminated by owner identified in 1.1. above until new
owner/operator obtains coverage under the general permit)
9c. ❑ Other(Explain on Page 2)
IV. Final Site Information:
10a. Did this construction activity require the development of a SWPPP that includes post-construction
stormwater management practices? ❑yes o no ( If no, go to question 10f.)
10b. Have all post-construction stormwater management practices included in the final SWPPP been
constructed? o yes ❑ no (If no, explain on Page 2)
10c. Identify the entity responsible for long-term operation and maintenance of practice(s)?
Page 1 of 3
NOTICE OF TERMINATION for Storm Water Discharges Authorized under the
SPDES General Permit for Construction Activity-continued
10d. Has the entity responsible for long-term operation and maintenance been given a copy of the
operation and maintenance plan required by the general permit? ❑yes ❑ no
10e. Indicate the method used to ensure long-term operation and maintenance of the post-construction
stormwater management practice(s):
❑ Post-construction stormwater management practice(s)and any right-of-way(s) needed to
maintain practice(s)have been deeded to the municipality.
❑ Executed maintenance agreement is in place with the municipality that will maintain the
post-construction stormwater management practice(s).
❑ For post-construction stormwater management practices that are privately owned, a mechanism
is in place that requires operation and maintenance of the practice(s)in accordance with the operation
and maintenance plan, such as a deed covenant in the owner or operator's deed of record.
❑ For post-construction stormwater management practices that are owned by a public or private
institution(e.g. school, university or hospital), government agency or authority, or public utility; policy and
procedures are in place that ensures operation and maintenance of the practice(s) in accordance with the
operation and maintenance plan.
10f. Provide the total area of impervious surface(i.e. roof, pavement, concrete, gravel, etc.)constructed
within the disturbance area?
(acres)
11. Is this project subject to the requirements of a regulated,traditional land use control MS4? ❑yes
❑ no
(If Yes, complete section VI -"MS4 Acceptance" statement
V. Additionallnformation/Explanation:
(Use this section to answer questions 9c. and 10b., if applicable)
VI. MS4 Acceptance- MS4 Official (principal executive officer or ranking elected official)or Duly
Authorized Representative(Note: Not required when 9b. is checked -transfer of coverage)
I have determined that it is acceptable for the owner or operator of the construction project identified in
question 5 to submit the Notice of Termination at this time.
Printed Name:
Title/Position:
Signature: Date:
Page 2 of 3
NOTICE OF TERMINATION for Storm Water Discharges Authorized under the
SPDES General Permit for Construction Activity-continued
VII. Qualified Inspector Certification-Final Stabilization:
I hereby certify that all disturbed areas have achieved final stabilization as defined in the current version
of the general permit, and that all temporary, structural erosion and sediment control measures have
been removed. Furthermore, I understand that certifying false, incorrect or inaccurate information is a
violation of the referenced permit and the laws of the State of New York and could subject me to
criminal, civil and/or administrative proceedings. �
Printed Name:
Title/Position:
Signature: Date:
VIII. Qualified Inspector Certification -Post-construction Stormwater Management Practice(s):
I hereby certify that all post-construction stormwater management practices have been constructed in
conformance with the SWPPP. Furthermore, I understand that certifying false, incorrect or inaccurate
information is a violation of the referenced permit and the laws of the State of New York and could
subject me to criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature: Date:
IX. Owner or Operator Certification
I hereby certify that this document was prepared by me or under my direction or supervision. My
determination, based upon my inquiry of the person(s)who managed the construction activity, or those
persons directly responsible for gathering the information, is that the information provided in this
document is true, accurate and complete. Furthermore, I understand that certifying false, incorrect or
inaccurate information is a violation of the referenced permit and the laws of the State of New York and
could subject me to criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature: Date:
(NYS DEC Notice of Termination-January 2015)
Page 3 of 3
Appendix E:
MS4 Stormwater Pollution Prevention Plan Acceptance Form
19 of 21
_ New York State Department of Environmental Conservation
Division of Water
v 625 Broadway,4th Floor
� Albany,New York 12233-3505
MS�4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance Form
for
Construction Activities Seeking Authorization Under SPDES General Permit
*(NOTE: Attach Completed Form to Notice Of Intent and Submit to Address Above)
I. Project Owner/Operator Information
1.Owner/Operator Name:
2.Contact Person:
3. Street Address:
4.City/State/Zip:
II. Project Site Information
5. Project/Site Name:
6. Street Address:
7.City/State/Zip:
III. Stormwater Pollution Prevention Plan(SWPPP)Review and Acceptance Information
8. SWPPP Reviewed by:
9.Title/Position:
10.Date Final SWPPP Reviewed and Accepted:
IV.Regulated MS4 Information
11.Name of MS4:
12.MS4 SPDES Permit Identification Number:NYR20A
13.Contact Person:
14. Street Address:
15.City/State/Zip:
16.Telephone Number:
(NYS DEC-MS4 SWPPP Acceptance Form-January 2010)
Page 1 of 2
MS4 SWPPP Acceptance Form- continued
V.Certitication Statement-MS4 Official(principal executive officer or ranking elected official)or Duly
Authorized Representative
I hereby certify that the final Stormwater Pollution Prevention Plan(SWPPP)for the construction project
identified in question 5 has been reviewed and meets the substantive requirements in the SPDES General Permit
For Stormwater Discharges from Municipal Separate Storm Sewer Systems(MS4s).
Note:The MS4,through the acceptance of the SWPPP,assumes no responsibility for the accuracy and adequacy
of the design included in the SWPPP.In addition,review and acceptance of the SWPPP by the MS4 does not
relieve the owner/operator or their SWPPP preparer of responsibility or liability for errors or omissions in the
plan.
Printed Name:
Title/Position:
Signature:
Date:
VI.Additional Information
Page 2 of 2
Appendix F:
Contactor's Certification Page
20 of 21
STORMWATER POLLUTION PREVENTION PLAN
CONTRACTOR CERTIFICATION
Signatory requirements as per NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activities Permit
No.GP-0-20-001 Part III.A.6
"I hereby certify underpenalty of law that!understand and agree to comply with the terms and conditions of the
SWPPP and agree to implement any corrective actions identified by the gualtfied inspector during a site inspection.
!also understand that the owner or operator must comply with the terms and conditions of the most current version
of the New York State Pollutant Discharge Elimination System("SPDES')general permit for stormwater discharges
from construction activities and that it is unlawful for any person to cause or contribute to a violation of water
guality standards. Furthermore, I am aware that there are significant penalties for submitting false information that
!do not believe to be true, including the possibility offine and irrcprisonment for knowing violations"
Project Name and/or Address
Contractor Company Name
Address
Phone Number email
Trained Contractor* Title
Authorized Representative Title
� ..�___v. �... _
Authorized Representative Signature Date
Please identify the specific elements of the SWPPP you will be responsible for:(Use additional sheets if required)
*A Trained Contractor as defined in Appendix A of the General Permit- means an employee from the contracting
(construction) company, identified in Part III.A.6., that has received four(4) hours of Department endorsed training in proper
erosion and sediment control principles from a Soil and Water Conservation District,or other Department endorsed entity.After
receiving the initial training,the trained contractor shall receive four(4)hours of training every three(3)years.
LIa1NSIN0 E�IfaII�J�EVF�ING, PC
Appendix G:
SHPO Documentation
21 of 21
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