HomeMy WebLinkAbout20200440 Crescent St Subdivision Chazen Comments 12-11-20 LANSING ENGINEERING, EC Letter of Transmittal
2452 State Route 9,Suite 301
Malta,NY 1 2020
Telephone:(51 8)899-5243
Facsimile:(518)899-5245 Date: 12/11/2020 Proj.#-707.17
RE: DePaulo—Crescent Street Development
To: Ms. Kari Don
Administrative Assistant-Engineering
City of Saratoga Springs
474 Broadway
Saratoga Springs,NY 12866
We are sending you E Attached 0 Under separate cover via the following items:
❑ Shop Drawings ❑Prints E Plans/Originals E Applications
Pte/ Copy of Letter ❑ Change Order ❑ Samples 0 Report
COPIES DATE NO. DESCRIPTION
3 12/11/2020 Comment Letter
3 12/11/2020 Full EAF
3 12/11/2020 Basic SWPPP
3 12/11/2020 Plan Set
1 12/11/2020 CD
THESE ARE TRANSMITTED as checked below:
E For approval ❑Approved as submitted ❑Resubmit 1 copies for approval ❑ Other:
E For your use ❑Approved as noted ❑ Submit_copies for distribution
❑As requested ❑Returned for corrections ❑Return_corrected prints
E For review and comment ❑For bids due ❑ Borrowed prints returned
SIGNED:
Copy filed to prior submissions
Courtney L. Connors, Ad i inistrative Assistant for
Douglas E. Flynn, Jr. Project Engineer
cc: If enclosures are not as noted, kindly note us immediately
P:\PROJECTS\70717-DePaulo-Crescent St Development\DESIGN APPLICATIONS CORRESPONDENCE\DRAFTS\70717-2020_12_11-City of Saratoga Springs Trans.docx
CRESCENT STREET RESIDENTIAL DEVELOPMENT
CITY OF SARATOGA SPRINGS
SARATOGA COUNTY, NEW YORK
BASIC STORMWATER POLLUTION PREVENTION PLAN
SS APPLICATION#20200440
June 29, 2020
Revised December 11, 2020
Prepared For:
Bella Home Builders, Inc
David DePaulo
228 Church Street
Saratoga Springs,NY 12866
Prepared By:
LANSING
ENGINEERING
2452 State Route S,Suite 301
Malta,New York 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 Best Management 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 Certification .. 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(NOI)
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:
O,v,,er/Operator/Permittee
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.
Owner's Engineer
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
Standards 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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Site Inspector
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
Owner/Operator Engineering 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 0.28±acres and 0.66±acres in size and an
undeveloped alley of approximately 0.05+ acres providing a total project area of 0.99±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 Residential 2 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 0.99±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
Te,n,,orary Stabilization
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.
Stabilized Construction Entmitee
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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Silt t'endog
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.
Construction Fencing, Chain Link Fencing or Flagging
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.
Rolled Erosion Control Product (RECP)
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, etc. 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).
Mulching
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).
Soil Stockpile Areas
These are approved locations where topsoil and other soil materials may be stored. These stockpiles will be
protected from erosion by a number of methods, 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.
.Staeii u and Waste Areas
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 barrel/cone,
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 Stockpile Area
Materials utilized for construction or equipment 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.
Soil Stockpile Area
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.
Temporary Facilities
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.
Thermal 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.
Good Housekeeping
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.
Spill Prevention and Response
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,
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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 subcontractors 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.
During Canstrudion (t.'tivrtit
• 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)
6.0 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 Standards 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)or 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
runoff. 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 runoff. 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
th Ave
4tt :*'''' 'It is 5r 1 179 St d it ,pton Li'
. llodoesi.� � sPtlMeson Owe
,'7 ,IN n Faso)In
a i Si, Att
' SITE LOCATION
Afr4 . Sar toga tare Cour
G tP
m IT
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.
re
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I 14000h>01
i CreSCent t
a..
4 i
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43 VA/Tor St
]I At
B
B L
41
5aiattga Casirto and Raceway
VI Mane St
GlA'� ,lAV 4*)?Le' 7
Q.
SITE LOCATION MAP
7.11.11
0 500 1000 2000 4000
PRELIMINARY/ NOT FOR CONSTRUCTION
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT CRESCENT STREET RESIDENTIAL DEVELOPMENT
IS A VIOLATION OF THE
NYS EDUCATION LAW. CRESCENT STREET,CITY OF SARATOGA SPRINGS,SARATOGA COUNTY,NEW YORK
COPYRIGHT LANSING
ENGINEERING, PC (//.1'`.
LAIV G I N G SITE LOCATION MAP
ENGINEERING
2452 STATE ROUTE 9,SUITE 301 PROJ. NO: 707.1 SL- 1
MALTA,NY 12020 SCALE: AS SHOWN
[51 9]999-5243 DATE: 06/25/2020 SHEET 1 OF 1
Appendix B:
Erosion and Sediment Control Plan&Details
16 of 21
Appendix C:
Notice of Intent(NOI)
17 of 21
I 0644089821 1
NOTICE OF INTENT
New York State Department of Environmental Conservation
Division of Water
7 625 Broadway, 4th Floor NYRE I [
MONIV
Albany, New York 12233-3505 (for DEC use only)
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
OWNER/OPERATOR MUST SIGN FORM
Owner/Operator Information
Owner/Operator (Compan Name/Private Owner Name/Municiality Name)
Bella Home B u i 1 d! e r s , I n c� .
Owner/Operator Contact Person Last Name (NOT CONSULTANT)
D e P a u l o
Owner/0 erator Contact Person First Name
RD avid
Owner/Operator Mailing Address
2 2 8 Chu r c h Street
City
S a r a toga Springs
State, Zip
N Y 1 2 8 6 6 -
Phone (Owner/Operator) Fax (Owner/Operator)
5 1181 311 2 8 817 4 Eifi-
Email (Owner/npi:-rator)
dI m d e p a 'u 1 o@ h o t m a i 1 . c o m
_J
FED TAX ID
T _
(not required for individuals)
l
f.
LPage 1 of 14 J
I 6401089828
Project Site Information
Project/Site Name
Crescent Street Residential Development
Street Address (NOT P.O. BOX)
C4-o e sLcje nV tl ] S t r e e t
Side of Street
O North O South O East O West
City/Town/Village (THAT ISSUES BUILDING PERMIT)
City of S a r a toga Springs
State ZY'D County DEC rron
N Y 1 2 8 6 6 r- S a [r[a t o g a
Name of Nearest Cross Street
J a c k son Street
Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street
0 O North O South O East ®West
Tax Map Numbers Tax Map Numbers
Section-Block-Parcel
1 7 9 . 2 9 - 2 - 1 1 7 9 . 2 9 -- 2 -- 2
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 (Eastin ) Y Coordinates (Northing)
-7 3 7 7 8 4 3 0 6 9
Ex. -73.749 Ex. 42.652
2. What is the nature of this construction project?
O'New Construction
* Redevelopment with increase in impervious area
O Redevelopment with no increase in impervious area
Page 2 of 14 J
1 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
• PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION 6
O CULTIVATED LAND O TOWN HOME RESIDENTIAL
O SINGLE FAMILY HOME O MULTIFAMILY RESIDENTIAL
O SINGLE FAMILY SUBDIVISION O INSTITUTIONAL/SCHOOL
O TOWN HOME RESIDENTIAL O INDUSTRIAL
O MULTIFAMILY RESIDENTIAL O COMMERCIAL
O INSTITUTIONAL/SCHOOL O MUNICIPAL
O INDUSTRIAL O ROAD/HIGHWAY
O COMMERCIAL O RECREATIONAL/SPORTS FIELD
O ROAD/HIGHWAY O BIKE PATH/TRAIL
O RECREATIONAL/SPORTS FIELD O LINEAR UTILITY (water, sewer, gas, etc. )
O BIKE PATH/TRAIL O PARKING LOT
O LINEAR UTILITY O CLEARING/GRADING ONLY
O PARKING LOT O 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 arca to be disturbed;
existing impervious a.,ea to be di.r:is i.r:bei:1 (for redo elopment
activities) ; and the to rare impery ol]e area constructed within, the:
disturbed area. (Round to tale n_=:.-ir+:e:7r: tenth of an acre. )
Future Impervious
Total Site Total Area To Existing Impervious Area Within
Area Be Disturbed Area To Be Disturbed Disturbed Area
11 0 1i•L2] 0 1 0 • 2
5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes ! No
6. Indicate; the percentage of each Hydrologic Soil Group(HSG) at the site.
A B C D
1 0 0 %. 0 % 0 % 0 %
7. Is this a phased project? O Yes S No
f
Start. Date. End' Date
8. Enter the planned start and end
dates of the disturbance 1 / F-71 2 0 210 1 ' 1 2 0 2 2
activities.
Page 3 of 14 J
1 8600089821
9. Identify the nearestsur face waterbody(ies) to which construction site runoff will
discharge.
Name
[Offsite W e t land s
9a. Type of waterbody identified in Question 9?
() Wetland / State Jurisdiction On Site (Answer 9b)
O Wetland / State Jurisdiction Off Site
O Wetland / Federal. Jurisdiction On Site (Answer 9b)
O Wetland / Federal Jurisdiction Off Site
O Stream / Creek On Site
O Stream / Creek Off Site
O River On Site
9b. How was the wetland identified?
O River Off Site
O Lake On Site • Regulatory Map
C) Lake Off Site O Delineated by Consultant
O Other Type On Site O Delineated by Army Corps of Engineers
O Other Type Off Site O Other (identify)
10. Has the surface waterbody(ies) in question 9 been identified as a Oyes • 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? O Yes Olio
i
12. Is the project located in one of the watershed
areas associated with AA and AA-S classified O Yes It 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 •No
identified as an E or F on the USDA Soil Survey?
„If Yes, what is the acreage. to be disturbed?
14 . Will the project disturb soils within a State
regulated wetland or the protected 100 foot adjacent O Yes * No
area?
LPage 4 of 14
6403089820
15. Does the site runoff enter a separate storm sewer
system (including roadside drains, swales, ditches, " Yes Co O Unknown
culverts, etc) ?
16. What is the name of the municipality/entity that owns the separate storm sewer
system?
City of Saratoga Springs
17. Does any runoff from the site enter a sewer classified O xes !Na Unknown
as a Combined :Sewer?
18. Will future use of this site be an agricultural property as
defined by the NYS Agriculture and Markets Law? O Yes 4 No
19. Is this property owned by a state authority, s,xate agency,
federal government or local government? O Yes No
20. Is this a remediation project being done under a Department
approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup O Yes O No
Agreement, etc. )
21. Has the requ; r. d Erosion and Sediment Control component of the
SWPPP been d .v I oped in conformance with the current NYS ', Yes Ca No
Standards and :Th..:; ;.1 .ications for Erosion and Sediment Control
(aka Blue :]() ?
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 • No
Quantity Control practices/techniques) ?
If No, skip questions 23 and 27-39.
23. Has the post-construction stormwater management practice Component
of the SWPPP been develop .;.-3 in :.._•n tr,r mance with the Current NYS O Yes O No
Stormwater Management Design Mar,uai
Page 5 of 14
0251089825
24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by:
• Professional Engineer (P.E.)
O Soil and Water Conservation District (SWCD)
O Registered Landscape Architect (R.L.A)
O Certified Professional in Erosion and Sediment Control (CPESC)
O Owner/Operator
Other
I 1_ i 1
SWPPP Prenarer
Lansing Engineering
Contact Name (Last, Space, First)
Lansing , Yates Scott
Mailing Address
24 5 2 Statee [R o u t e 9 , Suite 3 0 1
City
' Malta
State Zi
IN Y] 1 2 0 2 0 _.
Phon-,2 Fax
5. 18-1 899 - L5243 518 899 5245 '
wail
ysl@Lansingengineering . com
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
Y ' a t e s S
Last Name
i
L a n s i n g
3
Signature
Date
1 ® / II 6 / 2 0 E 0
Page 6 of 14
I 0005089822
25. Has a construction sequence schedule for the planned management
practices been prepared? * 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
• Check Dams 0 Brush Matting
O Construction Road Stabilization 0 Dune Stabilization
O Dust Control 0 Grassed Waterway
0 Earth Dike *Mulching
O Level Spreader 0 Protecting Vegetation
O Perimeter Dike/Swale 0 Recreation Area Improvement
O Pipe Slope Drain • Seeding
O Portable Sediment Tank 0 Sodding
O Rock Dam 0 Straw/Hay Bale Dike
O Sediment Basin 0 Streambank Protection
O Sediment Traps 0 Temporary Swale
Silt Fence • Topsoiling
o Stabilized Construction Entrance 0 Vegetating Waterways
Storm Drain Inlet Protection
Permanent Structural
O Straw/Hay Bale Dike
O Temporary Access Waterway Crossing 0 Debris Basin
O Temporary Stormdrain Diversion 0 Diversion
O Temporary Swale O Grade Stabilization Structure
O Turbidity Curtain Land Grading
O Water bars 0 Lined Waterway (Rock)
O Paved Channel (Concrete)
Biotechnical 0 Paved Flume
O Brush Matting O Retaining Wall
0 Wattling O Riprap Slope Protection
0 Rock Outlet Protection
Other 0 Streambank Protection
Page 7 of 14
r0182089828
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 All 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.
f
28. Provide the total Water Quality Volume (WQv) required for this project (based on
final site plan/layout) .
Total WQv Required
nacre-feet
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 8 of 14
7738089822 Table 1 - Runoff Reduction (RR) Techniques
and Standard Stormwater Management
Practices (SMPs)
Total Contributing Total Contributing
Area (acres) Impervious Area(acres)
RR Techniques (Area Reduction) ll
O Conservation of Natural Areas (RR-1) . . . .F71 and/or
O Sheetflow to Riparian {Th
Buffers/Filters Strips (RR-2) and/or
O Tree Planting/Tree Pit (RR-3) _11,_11_-: and/or • ••
O Disconnection of Rooftop Runoff (RR-4) . . H:F1and/or 111111•
RR Techniques (Volume Reduction)
0 Vegetated Swale (RR-5) •
O Rain Garden (RR-6) •
O Stormwater Planter (RR-7) •
0 Rain Barrel/Cistern (RR-8) •
O Porous Pavement (RR-9) •
O Green Roof (RR-10)
Standard SMPs with Rill/ Capacity
O Infiltration Trench (I-1) 1111.11111
O Infiltration Basin (I-2) MEI.Mil
O Dry Well (I-3) 1111••111111
0 Underground Infiltration System (I-4) 111111.1111.
O Bioretention (F-5) 111111•.1111
O Dry Swale (0-1) •ii •i
Standard SMPs
O Micropool Extended Detention (P-1)
O Wet Pond (P-2) •
O Wet Extended Detention (P-3) `
O Multiple Pond System (P-4)
O Pocket Pond (P-5) •
O Surface Sand Filter (F-1) 1111•
0 Underground Sand Filter (F-2) 1111.
O Perimeter Sand Filter (F-3) .1111•
O Organic Filter (F-4) NM.
O Shallow Wetland (W-1) 111111.
0 Extended Detention Wetland (W-2) �...
O Pond/Wetland System (W-3) ,1111•
O Pocket Wetland (W-4) 111111,.
O Wet Swale (0-2) • 11.
Page 9 of 14 J
0762089822
Table 2 - Alternative SMPs
(DO NOT INCLUDE PRACTICES BEING
USED FOR PRETREATMENT ONLY)
Total Contributing
Alternative SMP Impervious Area(acres)
O Hydrodynamic
O Wet Vault ......
O Media Filter ......a
O Other h.�.._ 1.1'1.11
Provide the name and manufacturer of the Alternative SMPs (i.e.
proprietary practice(s) ) being used for WQv treatment.
Name
Manufacturer
1
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.
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
•I acre-feet
r-
31. Is the Total RRv provided (#30) greater than or equal to the
-otal 1.1iv required
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
•L] acre-feet
32.a. Is the Total RRv provi 1 l'I -,ii1 rjr I )•parie.qua1 to
r,e
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 .anri jnstifir,atinn for not reducing
100% of WQv req..1 r o 1 (#28) . A detailed evaluation of the
specific site Lirrii7.:a ions and justification for riot reducing
10(r of tht. ''W.)v r,.,ai.;ired (#;28) must also be incl.-ided 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 1
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 433 and Standard SMPs with RRv Capacity identified
in question 29.
WQv Provided
acre-feet
EED
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)
L. 1
34. Provide the sum of the Total RRv provided (#30) and
� �
the WQv provided (#33a)
35. Is the sum of the RRv provided (430) and the WQv provided
(033a) greater than or equal to the total WQv required (1128) ? O Yes O No
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
. acre-feet . �acre-feet
36a. The need to rovide channel
_ p protec:ta.on has been waived because:
() Site discharges directly to tidal waters
or a fifth order or larger stream.
0 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
1-1-7-1.1177-1 CFS . CFS
Total Extreme Flood Control Criteria (Qf)
Pre-Development Post-development
.EECCFS . I CFS
Page 11 of 14
r 1310089822
37a. The need to meet the Qp and Qf criteria has been waived because;:
O Site discharges directly to tidal waters
or a fifth order or larger stream.
O Downstream analysis reveals that the Qp and Qf
controls are not required
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
Use this space to summarize the specific site limitations and justification
for not reducing; 100% of Wer required(#)28) . (See question 32a)
This space can also be used for other pertinent project information.
Page 12 of 14
1 4285089826
40. Identify other DEC permits, existing and new, that are required for this
project/facility.
O Air Pollution Control
O Coastal Erosion
O Hazardous Waste
O Long Island Wells
O Mined Land Reclamation
O Solid Waste
O Navigable Waters Protection / Article 15
O Water Quality Certificate
O Dam Safety
O Water Supply
O 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
O SPDES Multi-Sector GP N Y R
O Other
• None
4i. Does this project require a US Army Corps of Eng neers
0 Yes •No
Wetland Permit? .�
If Yes, Indicate Size of Impact.
42. Is this project subject to the requirements of a regulated,
traditional land use control MS4? • Yes O No
(If No, skip question 43)
43. Has the "MS4 SWPPP Acceptance" form been signed by the principal
executive officer or ranking elected official and submitted along • Y'es O Na
with this NOI? _
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
Page 13 of 14 J
3547089826
Owner/Operator Certification
I have read or been advised of the permit conn,.'::.:.:,:.: nd be'.�.evc that I understand them. I also
understand that, under the terms of the permit, t ere may F2p .rting requirements. I hereby certify
that this document and the corresi.•_:iding document-.- were F:,r_. , _:i wider my direction or supervision. I am
aware that there are signifierin penalties for surmitt, , _,: , information, including the possibility of
fine and imprisonment for, knowing violation::. I further unr..=.: ;tanri that coverage under the general permit
will be identified in the acknow.l,:•u..nxnt that:. I will receive as a result of submitting this NOI and can
be as long as sixty (60) business ,lays as provided for ir-r the general permit. I also understand that, by
submitting this NDE, I am acknowledging that t?se SWPPP _ia . Peen developed and will be implemented as the
first element of construction, and aclteeinq t: r•nmply with all the terms and Conditions of the general
p r;nifor which this NOI is L-ei.,cr sahmt.:red.
Print First Name MI
D e1P a H1 10 1 M
Print Last Name
Dia v I d
Owner/Operator Signature
Date
Bill 161202
Page 14 of 14 J
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
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. o All disturbed areas have achieved final stabilization in accordance with the general permit and
SWPPP. *Date final stabilization completed (month/year):
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. o 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? 0 yes ❑ no ( If no, go to question 10f.)
10b. Have all post-construction stormwater management practices included in the final SWPPP been
constructed? ❑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. Additional Information/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
idak Division of Water
625 Broadway, 4th Floor
NIMr Albany, New York 12233-3505
MS4 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:
I 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.Certification 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 under penalty of law that I understand and agree to comply with the terms and conditions of the
SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.
I 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
quality standards. Furthermore, I am aware that there are significant penalties for submitting false information that
I do not believe to be true, including the possibility offine and imprisonment for knowing violations"
Project Name and/or Address
Contractor Company Name
Address
Phone Number email
Trained Contractor* Title
Authorized Representative Title
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.
LANSING ENGINEERING, PC
Appendix G:
SHPO Documentation
21 of 21
NrTwo YORK Parks, Recreation,
OPPORTUNITY and Historic Preservation
ANDREW M. CUOMO ERIK KULLESEID
Governor Commissioner
October 05, 2020
Jennifer Geraghty
Hartgen Archeological Associates
1744 Washington Ave Ext
Rensselaer, NY 12144
Re: DEC
Crescent Street Subdivision
City of Saratoga Springs, Saratoga County, NY
20PR06106
Dear Jennifer Geraghty:
Thank you for requesting the comments of the Division for Historic Preservation of the Office of
Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the submitted
materials in accordance with the New York State Historic Preservation Act of 1980 (section
14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are
those of the Division for Historic Preservation and relate only to Historic/Cultural resources.
They do not include potential environmental impacts to New York State Parkland that may be
involved in or near your project. Such impacts must be considered as part of the environmental
review of the project pursuant to the State Environmental Quality Review Act (New York
Environmental Conservation Law Article 8) and its implementing regulations (6NYCRR Part
617).
OPRHP has reviewed the Phase I Archaeological Survey report entitled "Phase I Archeological
Investigation, Crescent Street Subdivision, Crescent, Adams, and Jackson Streets, City of
Saratoga Springs, Saratoga County, New York" prepared by Hartgen Archeological Associates,
Inc. (September 2020, 20SR00507). The archaeological survey identified the Crescent St
Historic Site (09140.001721). Based on the report findings, OPRHP recommends that the
Crescent St Historic Site is Not Eligible for inclusion in the National Register of Historic Places
and we concur with the report recommendation that no additional archaeological work is
necessary.
It is the opinion of the OPRHP that no properties, including archaeological and/or historic
resources, listed in or eligible for the New York State and National Registers of Historic Places
will be impacted by this project. If you have any questions, I can be reached at
Jessica.Schreyer@parks.ny.gov.
Sincerely,
[f
Jessica Schreyer
Scientist Archaeology
Division for Historic Preservation
P.O.Box 189,Waterford,New York 12188-0189•(518)237-8643•parks.ny.gov
2452 STATE ROUTE 9
LANSING ENGINEERING, PC
SUITE
MALTA,
T(51E4)899-5243
F(51E1)899-5245
December 11, 2020
Ms. Kari Donohue
Administrative Assistant- Engineering
City of Saratoga Springs
474 Broadway
Saratoga Springs, NY 12866
RE: Crescent Street Residential Subdivision
City Application No. 2020040
Dear Ms. Donohue:
Lansing Engineering is pleased to submit this letter in response to the November 10, 2020 comment
letter prepared by Donald C. Rhodes, P.E. regarding the above noted project.The following
summarizes the comments followed by our response.
General Comments
1. Comment:Application number 20200440 should be added to all documents and subsequent
correspondence.
Response:The Saratoga Springs Application Number has been included on all plan
sheets,submission documents, and correspondence information.
2. Comment: The City and this office should be copied on correspondence by the applicant with
other agencies involved in permitting or otherwise approving or offering comments on the
project.
Response:Comment noted.
3. Comment: A pre-demolition inspection report should be prepared for proposed building
removal to determine if asbestos or lead abatement will be required.
Response:The existing structure has previously been removed from the project site.
The City of Saratoga Springs issued a demolition permit for the removal of the existing
building on March 9,2020.A copy of the permit is attached for reference.As such, the
existing structure has been removed from the site plans as it is no longer situated on
the project site.
4. Comment: Documentation of consultation with NYSHPO regarding potential impacts to
Archaeological and Historic resources should be obtained by the applicant and provided for
review.
Response:The services of Hartgen Archeological Associates, Inc. were retained to
perform a Phase 1 investigation for the proposed project area.A "no effect"letter has
been received from the NYSHPO and is included within Appendix G of the SWPPP.
Crescent Street Page 2 of 8
Residential Subdivision December 11, 2020
Project Narrative
5. Comment:The project proposes to abandon an existing undeveloped alley but does not appear
to show whether the land is under the sole control of the City.To determine the extent of
property interests, a licensed surveyor should be retained to identify any potential easements or
property rights that may be influenced by the proposed abandonment of this alley.
Response:The services of Thompson& Flemming Land Surveyors were retained for
surveying and subdivision purposes. Thompson& Flemming has identified the
surrounding properties that will be influenced by the abandonment of the alley. The
applicant has indicated the property owners are in favor of the alleyway
abandonment and a plan has been developed indicating the areas to be conveyed to
the property owners.
6. Comment: The applicant should verify sufficient water and sewer service capacity is available
for the proposed project.
Response:The City of Saratoga Springs and Saratoga County Sewer District have
provided letters stating their ability and willingness to service the proposed project
with utility service. The letters are attached for reference.
Short Environmental Assessment Form (SEAF)
7. Comment: SEAF No. 15 indicates that the proposed site contains threatened or endangered
species which appears to contradict the July 8, 2020 Habitat Assessment Report.The SEAF
should be revised if endangered species do not exist on the proposed project site.
Response:Following a submission of the Short EAF, the City of Saratoga Springs
Planning Board requested the completion of a Full Environmental Assessment Form.A
Full EAF was submitted to the City of Saratoga Springs on August 28,2020. Section
E.2.o of the Full EAF indicates the proposed site contains threatened or endangered
species and the corresponding responses are automatically generated by the NYSDEC
Environmental Resource Mapper.As a result, Gilbert Van Guilder Land Surveyors were
retained to perform a habitat study and generate the Habitat Assessment Report. The
findings of the report concluded that there are no threatened or endangered species
on the parcel. Given the section is generated by the NYSDEC Environmental Resource
Mapper, Lansing Engineering feels the form should not be modified and the Habitat
Assessment Report shall accompany the Full EAF providing the proper documentation
that a habitat study was completed on the project site as a result of the automatically
generated EAF responses.
8. Comment: SEAF No. 17 indicates that discharge to adjacent properties and conveyance systems
is proposed. Use of green infrastructure practices to reduce runoff is proposed with runoff being
directed toward existing storm drains at the intersections of Adams and Crescent. Since plans do
not appear to provide green infrastructure details,the SEAF or plans should be revised.An
increase in runoff to existing storm drains or adjacent properties should not be allowed.
Crescent Street Page 3 of 8
Residential Subdivision December 11, 2020
Response:The EAF has been modified to remove references to green infrastructure
practices. The project is residential in nature and will disturb between 1.0 and 5.0
acres. Per Section 242-7(A)(1)of City of Saratoga Springs Zoning Code a Basic SWPPP is
required for soil and erosion control.
Water Sewer Letter Report
9. Comment:The report concludes that anticipated water and sewer demands for the project are
insignificant when compared to the capacity available in the area.The applicant should provide
documentation from the City Department of Public Works(DPW)that verifies water and sewer
capacity is available and can be reserved for this project.
Response:The City of Saratoga Springs and Saratoga County Sewer District have
provided letters stating their ability and willingness to service the proposed project
with utility service. The letters are attached for reference.
Habitat Suitability Report
10. Comment: The applicant should obtain a written determination from the NYS Department of
Environmental Conservation Natural Heritage Program regarding potential for
endangered/threatened species that may occur within the project area.
Response: A letter has been provided by the NYSDEC National Heritage Program
stating there are no records of rare or state-listed animals or plants, or significant
natural communities at the project site. The letter is attached for reference.
11. Comment: The report should be updated to reference findings related to typical species of
concern such as the Northern Long-eared and Indiana Bat.
Response:The Northern Long-Eared and Indiana Bat are not listed on the U.S. Fish and
Wildlife Service's IPaC website as typical species of concern at the project set. The U.S.
Fish and Wildlife Service IPaC printout is attached for reference.Additionally, the U.S.
Fish and Wildlife Service responded to the project habitat study submission with the
following regarding the Karner Blue Butterfly listed for the site;
"Thank you for your letter.As you have found no suitable habitat for the Karner Blue
Butterfly exists on the project site. We have no further comments."
12. Comment: Additional site investigations and cutting restrictions may be required to ensure that
no endangered or protected species will be impacted by this project and all necessary
protections should be incorporated into final project plans.
Response:There are no clearing restrictions for the project site given the required
restrictions for the Northern Long-Eared and Indian Bat are not listed. The species
listed for the this site(Karner Blue Butterfly)was determined not to be found onsite
following the habitat study investigation and review by the U.S Fish and Wildlife
Service.
Crescent Street Page 4 of 8
Residential Subdivision December 11, 2020
Storm Water Pollution Prevention Plan
13. Comment:Grading limits have been conservatively drawn and final construction will likely
expand beyond the 0.98-acre limit shown.Therefore,the project should be considered as
proposing to disturb beyond the 1-acre limit and be required to obtain a Stormwater Permit
from the NYSDEC. It appears that the only way the project can proceed without a permit is for
the applicant to install a construction barrier to prevent disturbance at the proposed grading
limits, and be willing to cease activity until a permit is obtained if limits need to be exceeded at
any time during construction.
Response:As suggested, the grading limits have been extended and encompass
approximately 1.24 acres and will be required to obtain a Stormwater Permit from the
NYSDEC.See the attached plans for the revised grading limits.
14. Comment: Except for a small area by the hydrant at the intersection of Jackson and Crescent
Street,the project proposes grading to the edge of pavement.Since it is unlikely that this small
area will remain undisturbed,the grading limit on sheet ESC-1 should be revised to extend the
grading limit to the edge of pavement in this area.Silt fence should be adjusted accordingly.
Response:The area around the existing hydrant has been included within the
disturbed and the silt fence has been adjusted accordingly.
15. Comment: The applicant should review grading limits at the proposed stockpile location to
determine if enlargement is needed to access the stockpile as sites are developed without
reliance on public roads for stockpile transport.
Response:The proposed grading limits have been revised to include approximately
1.24 acres and provide sufficient area for enlargement of the soil stockpile as needed
to prevent reliance on public roads for stockpile transport.
16. Comment: We note that a basic SWPPP has been prepared for this project since residential
construction is proposed and since total disturbance will not exceed 5-acres. Projects that meet
the requirements of a basic SWPPP are not required by the NYSDEC to install post construction
stormwater practices. However, as a matter of good practice that the project should be required
to meet the following design criteria:
a) Stormwater management practices should be installed to prevent discharge of additional
stormwater to adjacent properties and public systems. Management practices should be
sized to ensure that post development runoff matches existing conditions;and
Response:The project is residential in nature and includes soil disturbances greater
than 1 acre and less than 5 acres. Per Section 242-7(A)(1)of City of Saratoga Springs
Zoning Code and Appendix B of the NYSDEC General Permit GP-0-20-001, a Basic
SWPPP is required that only includes erosion&sediment controls.As such, the Basic
SWPPP has been prepared and includes the Erosion&Sediment Control Plan.
Crescent Street Page 5 of 8
Residential Subdivision December 11, 2020
b) The SWPPP should be revised to provide information regarding the operation and
maintenance of each stormwater management practice that will be utilized on this project;
and
Response:The proposed project does not include the construction of storm water
management practices.As stated in response(a)above, the project is residential in
nature and includes soil disturbances between 1 acre and 5 acres.A Basic SWPPP is
required that only includes erosion&sediment controls by the City of Saratoga Springs
and the NYSDEC.
c) Details for the green infrastructure practices proposed in the SEAF should be referenced in
the SWPPP, included but not limited to, design calculations and soil testing information
assuming infiltration practices will be used.
Response: The SEAF has been revised to remove references to green infrastructure
practices.As stated in response(a)above, the project is residential in nature and
includes soil disturbances between 1 acre and 5 acres.A Basic SWPPP is required that
only includes erosion&sediment controls by the City of Saratoga Springs and the
NYSDEC.
17. Comment:The report should include calculations for the development of the composite curve
numbers used to include land use, hydrologic soil group (HSG) and runoff curve numbers for
both pre and post developed conditions.The revised report should include a map showing land
use associated with each HSG area.
Response:The project is residential in nature and includes soil disturbances greater
than 1 acre and less than 5 acres. Per Section 242-7(A)(1)of City of Saratoga Springs
Zoning Code and Appendix B of the NYSDEC General Permit GP-0-20-001, a Basic
SWPPP is required that only includes erosion&sediment controls.As such, the Basic
SWPPP has been prepared and includes the Erosion&Sediment Control Plan.
Therefore, the requested calculations are not required and have not been included
within the attached Basic SWPPP Report.
18. Comment: The report should include drainage area maps for both pre and post developed
conditions.These maps should show the entire drainage area tributary to the stormwater
management practice with all sub-catchment areas,time of concentration flow paths and design
points indicated on the maps.
Response:Refer to response to Comment#17. Therefore, the drainage area maps are
not required and have not been included within the attached Basic SWPPP Report.
19. Comment: The SWPPP should include a complete and signed copy of the NOI.
Response:As part of the NYSDEC requirements, an electronic NOI(eNO1)is required
and submitted for review prior to issuance of a stormwater permit. The eNO1 shall be
completed and signed as required by the SWPPP Preparer and Owner once all site
approvals have been obtained.A draft NOI has been completed and included within
Appendix C of the attached Basic SWPPP Report.
Crescent Street Page 6 of 8
Residential Subdivision December 11, 2020
20. Comment: NYSHPO consultation correspondence should be included in the SWPPP appendix to
replace the map currently provided.
Response:The services of Hartgen Archeological Associates, Inc. were retained to
perform a Phase 1 investigation for the proposed project area.A "no effect"letter has
been received from the NYSHPO and is included within Appendix G of the SWPPP.
Project Plans
21. Comment:The final mylar of the subdivision map must be signed and stamped by a Professional
Land Surveyor.
Response:Comment noted.
22. Comment: The Subdivision plan calls for a portion of the undeveloped alley to be conveyed to
adjoining landowners.Additional details should be provided to explain how this conveyance will
be accomplished. Revisions may be needed to allow the necessary legal descriptions to be
prepared for conveyance and consolidation of the alley to adjacent properties.
Response:A plan has been developed by Thompson& Flemming Land Surveyors
demonstrating how the alleyway will be conveyed to the surrounding property
owners. Once the subdivision has been approved, the revisions shall be completed to
allow the necessary legal descriptions to be prepared for conveyance and
consolidation of the alley to the adjacent properties
23. Comment: A licensed Land Surveyor should complete a title search to determine which
properties, if any, have deeded rights to the alleyway that may be impacted by the proposed
abandonment.The subdivision map should be revised to show findings accordingly. Review by
the City Attorney may also be required since the proposed project involves conveyance of public
lands.
Response:The deeds into each property owner for their portion of the right of way
conveyed from the city will include language which states that as consideration for
conveyance of fee title to the portion of the paper street abutting the rear of their
property, each property owner waives all rights, title and interest each may have now
or may have ever had over any portion of the paper street.
24. Comment: A pre-demolition inspection report should be obtained and provided for City review.
Any necessary pre-demolition abatement should be referenced on the sheet ED-1.Abatement
specifications may also be required.
Response:Refer to the response provided for Comment#3.
25. Comment:Trees within the City right-of-way that are to remain should be specifically called out
on relevant plans.A tree protection detail should be added, and plans should be updated to
show protection with signage and silt or construction fencing at the dripline of each tree.
Crescent Street Page 7 of 8
Residential Subdivision December 11, 2020
Response:The plans have been revised to specify which trees shall remain. Tree
protection fencing has been shown on the respective plans around the dree dripline.
Additionally, a detail has been added to the Sheet DT-1 and includes fencing and sign
location and specifications around the existing trees to be preserved.
26. Comment: The typical lot layout shown on sheet DT-1 should be revised to eliminate the sump
pump lateral extending toward the public roadway. In lieu of off-site discharge, details should be
added to the plans for on-site management of sump pump flows.
Response:The Typical Lot Layout detail has been revised to remove the sump pump
lateral extending toward the public roadway. Test pits were completed on October 23,
2020 and confirmed sandy soils are located around the site and seasonal high
groundwater is present at an elevation of 300.48. The minimum proposed GFF
elevation in the Crescent Street Subdivision is 310.48 providing a first floor FFE of
312.98 and 8FF of 302.98 minimum. The basement finished floor elevation is
approximately 2.5 feet higher than the elevation of observed seasonal high
groundwater, therefore sump pumps and laterals shall not be required for the
construction of the single-family residences.Sump pumps are highly recommended
regardless of separation to seasonal high groundwater.
27. Comment: Inlet protection does not appear to be shown on ESC-1 but is called for in the notes.
Drywells along the roadway should be protected.
Response:Sheet ESC-1 has been revised to include inlet protection for the existing
drywells located along Crescent Street.
28. Comment: Particular Measures Note 8 on sheet ESC-1 does not appear to apply.
Response:Note 8 has been removed from the particular measures section on Sheet
ESC-1.
29. Comment:Construction fence or silt fence and signage should be shown along the northern
boundary of the project site to prevent off-site construction encroachment.
Response:Sheet ESC-1 has been revised to include additional silt fence along the
northern boundary of the project site.
30. Comment: Details should be compared against standard requirements of the City of Saratoga
Springs and modified as necessary.
Response:All details have been compared to the City Standard Details. General details
have been included for the remaining details in which the City does not provide a
standard detail.
31. Comment: Grading limits from ESC-1 should also be shown on ED-1 and LMG-1.
Response:Sheets ED-1 and LMG-1 have been revised to include the grading limits from
the Erosion&Sediment Control Plan.
Crescent Street Page 8 of 8
Residential Subdivision December 11,2020
Attached is a copy of the revised plan set and submission documents for your review. If additional
information is required, please contact our office at your earliest convenience.Thank you.
Sincerely,
LANSING ENGINEERING, PC
Yates tt Lansing, PE,CPESC, CPSWQ
CC: Bella Home Builders(Applicant)
i E
0 ., BUILDING PERMIT
t:'4z i ? TO CONSTRUCT
DEMOLITION
Permit Number: 20200231
! i
Date: March 9, 2020
Permission is hereby granted to the below owner or contractor for construction in accordance to application
20200162 together with plans and specifications hereto filed and approved and in compliance with the provisions
of the Codes of City of Saratoga Springs,New York.
Permit Issue Date: 03/09/2020 Permit Expiration Date: 03/09/2022
LOCATION PERMIT CLASSIFICATION
Sect/Block/Lot: 179.29-2-2 Permit Type: B BUILDING
Street: 125 JACKSON Work Type: 19 DEMOLITION
Zoning District:UR-2 URBAN RESIDENTIAL-2 Prop Usage:
Occupy Class:
Const.Class:
OWNER CONTRACTOR
BELLA HOME BUILDERS INC GREENBRIAR CONSTRUCTION SERVICES LLC
228 CHURCH STREET 49 WILSHIRE DRIVE
518-376-1505 518-621-6512
APPLICANT
GREENBRIAR CONSTRUCTION SERVICES LLC
49 WILSHIRE DRIVE
518-621-6512
Total Value of Work: $10,000
Total Square Feet:
Number of Dwelling Units:
Number of Bedrooms:
s s
Application Date:03/06/2020 Permit Issued By:RT Permit Fee: $150.00
Scope of Work: DEMOLITION OF ENTIRE HOUSE
Comments/Conditions:ANY NEW STRUCTURE PROPOSED WOULD NEED TO MEET CURRENT CITY ZONING ORDINANCE
LAWS WHICH INCLUDES LOT SIZE, SET BACK LIMITS,HEIGHT,COVERAGE,PERMEABILITY,ETC. PROPOSED NEW
(5)LOT SUBDIVISION WILL REQUIRE PLANNING/ZONING APPROVAL
Assistant Building &Construction inspector
i '
,, L CITY OF SARATOGA SPRINGS D ASSISTANTAI1ML IBBRTY CHE ENGI..E P.E.
`4-1 OFFICE OF CITY ENGINEER
1 KARI DONOI-IUE
A
CITY HALL ADMINISTRATIVE ASSISTANT
/-41%•-, 474 Broadway,Room 10
",./ 'ta,V Saratoga Springs,New York 12866
• •
Telephone 518-587-3550
Fax 518-580-9480
www.saratoga-springs.org
November 13, 2020
New York State Department of Health
77 Mohican Street
Glens Falls, NY 12801
Re: Lansing Engineering - PB#20200440 - Crescent St. Subdivision
Dear New York State Department of Health:
This"Will Serve" letter will confirm that the City of Saratoga Springs municipal public water system
has adequate capacity, flow and pressure to serve the above location and the City has agreed to
provide municipal water supply to this project.
Please feel free to let me know if you have any questions at 518-587-3550 ext. 2616.
Sincerely,
4 ____-
iv:
Deborah LaBreche, P.E,
City Engineer
cc: A. Scirocco
J. O'Neill
M. Veitch
T. Bianco
/yr SARATOGA COUNTY SEWER DISTRICT # 1
1 P.O.Box 550 Mechanicvi le,NY 12118
Telephone(518)664-7396 Fax(518)664-6280
� $ DAN ROURKE,P.E.
EXECUTIVE DIRECTOR
December 7, 2020
Doug Flynn
Lansing Engineering, PC
2452 State Route 9
Suite 301
Malta,NY 12020
RE: Crescent Street Residential Development
SBL No 228.5-1-38, Town of Ballston
Dear Mr. Flynn,
Saratoga County Sewer District(SCSD)will allow the discharge of flows from the proposed project into our
sewer system once all requirements of the SCSD rules and regulations are met.
I may be contacted at (518) 664-7396 for any other information you may need.
Sincerely,
Latifeeih-it
William Bills
Maintenance Manager
WB/ag
COMMISSIONERS:
WAYNE A.HOWE,CHRMN. C.DANIEL KEEGAN FRANK J.BISNETT COUNSEL:
GEORGE CANNON PAUL HOTALING KYLE M.FILLION STEPHEN M.DORSEY
RICHARD C.DOYLE RICHARD M.LOEWENSTEIN JAMES A.THOMPSON SARATOGA COUNTY ATTORNEY
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Fish and Wildlife,New York Natural Heritage Program
625 Broadway,Fifth Floor,Albany,NY 12233-4757
P:(518)402-8935 I F:(518)402-8925
www.dec.ny.gov
November 20, 2020
Jackie Pitts
Gilbert VanGuilder Land Surveyor, PLLC
988 Route 146
Clifton Park, NY 12065
Re: Crescent Street Residential Development
County: Saratoga Town/City: City Of Saratoga Springs
Dear Ms. Pitts:
In response to your recent request, we have reviewed the New York Natural Heritage
Program database with respect to the above project.
We have no records of rare or state-listed animals or plants, or significant natural
communities at the project site.
Within .5 mile of the project site are documented locations of Karner Blue Butterfly
(Plebejus melissa samuelis, state and federally listed as Endangered) and Frosted Elfin
Butterfly (Callophrys irus, state-listed as Threatened). For information about any permit
considerations for your project, please contact the Permits staff at the NYSDEC Region 5
Office, Division of Environmental Permits, at dep.r5@dec.ny.gov, (518) 623-1286.
For most sites, comprehensive field surveys have not been conducted. We cannot
provide a definitive statement on the presence or absence of all rare or state-listed species or
significant natural communities. Depending on the nature of the project and the conditions at
the project site, further information from on-site surveys or other resources may be required
to fully assess impacts on biological resources.
For information regarding other permits that may be required under state law for
regulated areas or activities (e.g., regulated wetlands), please contact the Permits staff at the
NYSDEC Region 5 Office as described above.
Sincerely,
n�
Nicholas Conrad
Information Resources Coordinator
1130 New York Natural Heritage Program
rvEwrowc Departms•i,+
srxrr w
uavuyr„n,rr Env3rDnrneRltai
Conservation
7/8/2020 IPaC:Explore Location
IPaC U.S. Fish &Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly affected by activities in the project area. However, determining the likelihood
and extent of effects a project may have on trust resources typically requires gathering additional
site-specific (e.g., vegetation/species surveys) and project-specific (e.g., magnitude and timing of
proposed activities) information.
Below is a summary of the project information you provided and contact information for the
USFWS office(s)with jurisdiction in the defined project area. Please read the introduction to each
section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands)for
additional information applicable to the trust resources addressed in that section.
Location
Saratoga County, New York
r
II 4c
lit
,A0046„,."(ki voi i,
Local office
New York Ecological Services Field Office
t. (607) 753-9334
0 (607) 753-9699
3817 Luker Road
Cortland, NY 13045-9385
http://www.fws.gov/northeast/nyro/es/section7.htrn
https://ecos.fws.gov/ipac/location/KCW4LBRG6VGCBK7DMHXX6UIJKA/resources 1/9
7/8/2020 IPaC:Explore Location
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of
project level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence (AOI)for species are also considered. An AOI includes areas outside of
the species range if the species could be indirectly affected by activities in that area (e.g., placing a
dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water flow downstream). Because species can move,
and site conditions can change, the species on this list are not guaranteed to be found on or near
the project area. To fully determine any potential effects to species, additional site-specific and
project-specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area
of such proposed action" for any project that is conducted, permitted, funded, or licensed by any
Federal agency. A letter from the local office and a species list which fulfills this requirement can
only be obtained by requesting an official species list from either the Regulatory Review section in
IPaC (see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website
and request an official species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed species-1- and their critical habitats are managed by the Ecological_Services Program of the
U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and
Atmospheric Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this
list. Please contact NOAA Fisheries for species wirier thj it juri (iicrion.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also
shows species that are candidates, or proposed, for listing. See the listing status page for more
information.
2. 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.
The following species are potentially affected by activities in this location:
Insects
NAME STATUS
https://ecos.fws.gov/ipac/location/KCW4LBRG6VGCBK7DMHXX6UIJKA/resources 2/9
7/8/2020 IPaC:Explore Location
Karner Blue Butterfly Lycaeides melissa samuelis Endangered
There is proposed critical habitat for this species.The location of the
critical habitat is not available.
httfps://ecos.fws.gov/ecp/species/6651
Critical habitats
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered
species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Act'-and the Bald and Golden Eagle
Protection Act-4.
Any person or organization who plans or conducts activities that may result in impacts to migratory
birds, eagles, and their habitats should follow appropriate regulations and consider implementing
appropriate conservation measures, as described below,
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
• Birds of Conservation Concern http:I/www.fws.gov/birds/managementfmanaged-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-rnc:° r.;iires.php
• Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
The birds listed below are birds of particular concern either because they occur on the USFWS Birds
Coil ervation Concern (BCC) list or warrant special attention in your project location. To learn
more about the levels of concern for birds on your list and how this list is generated, see the FAQ
below. This is not a list of every bird you may find in this location, nor a guarantee that every bird
on this list will be found In your project area. To see exact locations of where birders and the
general public have sighted birds in and around your project area, visit the E-bird dans mapping
tool (Tip: enter your location, desired date range and a species on your list). For projects that occur
off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance
of bird species on your list are available. Links to additional information about Atlantic Coast birds,
and other important information about your migratory bird list, including how to properly interpret
and use your migratory bird report, can be found below.
https://ecos.fws.gov/ipac/location/KCW4LBRG6VGCBK7DMHXX6UIJKA/resources 3/9
Full Environmental Assessment Form
Part 1 -Project and Setting
Instructions for Completing Part 1
Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding,
are subject to public review,and may be subject to further verification.
Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to
any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist,
or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to
update or fully develop that information.
Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that
must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the
answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any
additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information
contained in Part lis accurate and complete.
A.Project and Applicant/Sponsor Information.
Name of Action or Project:
Crescent Street Residential Development
Project Location(describe,and attach a general location map):
Crescent Street(between Jackson and Adams Street),Saratoga Springs,NY 12866
Brief Description of Proposed Action(include purpose or need):
The project is situated north of Crescent Street between Adams Street and Jackson Street and encompasses two parcels plus and undeveloped alleyway
containing approximately 0.99+/-acres.The tax map numbers for the parcels are 179.29-2-1 and 179.29-2-2.The lots are zoned as UR-2 Urban
Residential 2.Currently a 15'undeveloped alley owned by the City of Saratoga Springs traverses the two parcels along the western edge of lot 179.29-2-2.
The proposed project includes the subdivision of the two parcels into 6 new single-family residential parcels which will be dependent on the use of the
undeveloped alley owned by the City of Saratoga Springs.It is proposed that the undeveloped alley be included in the subdivision in order to provide
sufficient area to meet the zoning ordinance for required minimum lot size to create 6 lots.The plan was developed in accordance with the City of Saratoga
Springs Zoning Code.
Name of Applicant/Sponsor: Telephone:518-312-8874
Bella Home Builders,Inc.,David Depaulo E-Mail: dave@bellahomebuilders.com
Address:228 Church Street
City/PO:Saratoga Springs State: NY Zip Code:12866
Project Contact(if not same as sponsor;give name and title/role): Telephone:518-899-5243
Lansing Engineering,Yates Scott Lansing E-Mail:
ysl@lansingengineering.com
Address:
2452 State Route 9,Suite 301
City/PO: State: Zip Code:
Malta NY 12020
Property Owner (if not same as sponsor): Telephone:
Same as Applicant/Sponsor E-Mail:
Address:
City/PO: State: Zip Code:
Page 1 of 13
B.Government Approvals
B. Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial
assistance.)
Government Entity If Yes: Identify Agency and Approval(s) Application Date
Required (Actual or projected)
a. City Counsel,Town Board, ®Yes❑No City Counsel-Alley Abandoning TBD
or Village Board of Trustees
b. City,Town or Village ®Yes❑N° City Planning Board-Subdivision Review 7/14/20
Planning Board or Commission
c.City,Town or ❑Yes❑No
Village Zoning Board of Appeals
d.Other local agencies ❑Yes❑No
e. County agencies ❑Yes❑No
f. Regional agencies ❑Yes❑No
g. State agencies ®Yes❑N° NYSDOH-Realty Subdivision TBD
h.Federal agencies ❑Yes❑No
i. Coastal Resources.
i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes 121No
ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No
iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes0No
C.Planning and Zoning
C.1.Planning and zoning actions.
Will administrative or legislative adoption,or arbendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No
only approval(s)which must be granted to enable the proposed action to proceed?
• If Yes,complete sections C,F and G.
• If No,proceed to question C.2 and complete all remaining sections and questions in Part 1
C.2.Adopted land use plans.
a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No
where the proposed action would be located?
If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ®Yes❑No
would be located?
b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; ®Yes❑No
Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan;
or other?)
If Yes,identify the plan(s):
NYS Heritage Areas:Mohawk Valley Heritage Corridor
c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No
or an adopted municipal farmland protection plan?
If Yes,identify the plan(s):
Page 2 of 13
C.3. Zoning
a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No
If Yes,what is the zoning classification(s)including any applicable overlay district?
UR-2:Urban Residential-2
b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No
c. Is a zoning change requested as part of the proposed action? ❑Yes®No
If Yes,
i. What is the proposed new zoning for the site?
C.4.Existing community services.
a. In what school district is the project site located? Saratoga Springs City School District
b.What police or other public protection forces serve the project site?
Saratoga Springs Police Department
c.Which fire protection and emergency medical services serve the project site?
Saratoga Springs Fire Department.Empire Ambulance Service
d.What parks serve the project site?
Saratoga Spa State Park.Congress Park
D.Project Details
D.1.Proposed and Potential Development
a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all
components)? Residential
b. a.Total acreage of the site of the proposed action? 0.99 acres
b.Total acreage to be physically disturbed? 1.24 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 0.99 acres
c.Is the proposed action an expansion of an existing project or use? ❑Yes®No
i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units,
square feet)? % Units:
d.Is the proposed action a subdivision,or does it include a subdivision? ®Yes DNo
If Yes,
i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial; if mixed,specify types)
Residential
ii. Is a cluster/conservation layout proposed? ❑Yes®No
iii. Number of lots proposed? 6
iv. Minimum and maximum proposed lot sizes? Minimum 6,653 sf Maximum 7,925 sf
e.Will the proposed action be constructed in multiple phases? ❑Yes®No
i. If No,anticipated period of construction: 24 months
ii. If Yes:
• Total number of phases anticipated
• Anticipated commencement date of phase 1 (including demolition) month year
• Anticipated completion date of final phase month year
• Generally describe connections or relationships among phases,including any contingencies where progress of one phase may
determine timing or duration of future phases:
Page 3 of 13
f.Does the project include new residential uses? ®Yes❑No
If Yes,show numbers of units proposed.
One Family Two Family Three Family Multiple Family(four or more)
Initial Phase 6
At completion
of all phases 6
g.Does the proposed action include new non-residential construction(including expansions)? ❑Yes®No
If Yes,
i.Total number of structures
ii. Dimensions(in feet)of largest proposed structure: height; width; and length
iii. Approximate extent of building space to be heated or cooled: square feet
h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No
liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage?
If Yes,
i. Purpose of the impoundment:
ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ['Other specify:
iii. If other than water,identify the type of impounded/contained liquids and their source.
iv. Approximate size of the proposed impoundment. Volume: million gallons; surface area: acres
v. Dimensions of the proposed dam or impounding structure: height; length
vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete):
D.2. Project Operations
a. Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes®No
(Not including general site preparation,grading or installation of utilities or foundations where all excavated
materials will remain onsite)
If Yes:
i.What is the purpose of the excavation or dredging?
ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site?
• Volume(specify tons or cubic yards):
• Over what duration of time?
iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them.
iv. Will there be onsite dewatering or processing of excavated materials? EYesDNo
If yes,describe.
v. What is the total area to be dredged or excavated? acres
vi. What is the maximum area to be worked at any one time? acres
vii. What would be the maximum depth of excavation or dredging? feet
viii. Will the excavation require blasting? ❑Yes❑No
ix. Summarize site reclamation goals and plan:
b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑Yes®No
into any existing wetland,waterbody,shoreline,beach or adjacent area?
If Yes:
i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic
description):
Page 4 of 13
ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or
alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres:
iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No
If Yes,describe:
iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No
If Yes:
• acres of aquatic vegetation proposed to be removed:
• expected acreage of aquatic vegetation remaining after project completion:
• purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): _
• proposed method of plant removal:
• if chemical/herbicide treatment will be used,specify product(s):
v. Describe any proposed reclamation/mitigation following disturbance:
c.Will the proposed action use,or create a new demand for water? ®Yes Flo
If Yes:
i. Total anticipated water usage/demand per day: 1.800 gallons/day
ii. Will the proposed action obtain water from an existing public water supply? ®Yes['No
If Yes:
• Name of district or service area: City of Saratoga Springs Water District
• Does the existing public water supply have capacity to serve the proposal? ®Yes❑No
• Is the project site in the existing district? m Yes❑No
• Is expansion of the district needed? ❑Yes®No
• Do existing lines serve the project site? m Yes El No
iii. Will line extension within an existing district be necessary to supply the project? ❑Yes JIo
If Yes:
• Describe extensions or capacity expansions proposed to serve this project:
• Source(s)of supply for the district:
iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes®No
If,Yes:
• Applicant/sponsor for new district:
• Date application submitted or anticipated:
• Proposed source(s)of supply for new district:
v. If a public water supply will not be used,describe plans to provide water supply for the project:
vi. If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute.
d.Will the proposed action generate liquid wastes? 0Yes❑N°
If Yes:
i. Total anticipated liquid waste generation per day: 1,800 gallons/day
ii. Nature of liquid wastes to be generated(e.g., sanitary wastewater,industrial;if combination,describe all components and
approximate volumes or proportions of each):
Typical residential sanitary sewer flows
iii. Will the proposed action use any existing public wastewater treatment facilities? ®Yes❑No
If Yes:
• Name of wastewater treatment plant to be used: Saratoga County Sewer District No. 1
• Name of district: Saratoga County Sewer District No. 1 _
• Does the existing wastewater treatment plant have capacity to serve the project? ®Yes❑No
• Is the project site in the existing district? mYes❑No
• Is expansion of the district needed? ❑Yes lio
Page 5 of 13
• Do existing sewer lines serve the project site? ®Yes❑No
• Will a line extension within an existing district be necessary to serve the project? Oyes No
If Yes:
• Describe extensions or capacity expansions proposed to serve this project:
iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No
If Yes:
• Applicant/sponsor for new district:
• Date application submitted or anticipated:
• What is the receiving water for the wastewater discharge?
v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed
receiving water(name and classification if surface discharge or describe subsurface disposal plans):
vi. Describe any plans or designs to capture,recycle or reuse liquid waste:
e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No
sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point
source(i.e. sheet flow)during construction or post construction?
If Yes:
i. How much impervious surface will the project create in relation to total size of project parcel?
Square feet or 0.21 acres(impervious surface)
Square feet or 0.99 acres(parcel size)
ii. Describe types of new point sources. Impervious rooftops and driveways.
iii. Where will the stormwater runoff be directed(i.e. on-site stormwater management facility/structures,adjacent properties,
groundwater,on-site surface water or off-site surface waters)?
Stormwater will be directed towards existing storm sewer infrastructure near the intersections of Adams,Crescent&Jackson Street and on-site low
areas for infiltration into the existing ground.
• If to surface waters,identify receiving water bodies or wetlands:
• Will stormwater runoff flow to adjacent properties? ®Yes❑No
iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No
f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes No
combustion,waste incineration,or other processes or operations?
If Yes,identify:
i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles)
ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers)
iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation)
g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No
or Federal Clean Air Act Title IV or Title V Permit?
If Yes:
i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No
ambient air quality standards for all or some parts of the year)
ii. In addition to emissions as calculated in the application,the project will generate:
• Tons/year(short tons)of Carbon Dioxide(CO2)
• Tons/year(short tons)of Nitrous Oxide(N2O)
• Tons/year(short tons)of Perfluorocarbons(PFCs)
• _Tons/year(short tons)of Sulfur Hexafluoride(SF6)
• Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs)
• Tons/year(short tons)of Hazardous Air Pollutants(HAPs)
Page 6 of 13
h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No
landfills,composting facilities)?
If Yes:
i. Estimate methane generation in tons/year(metric):
ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or
electricity,flaring):
i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No
quarry or landfill operations?
If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust):
j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No
new demand for transportation facilities or services?
If Yes:
i. When is the peak traffic expected(Check all that apply): 0 Morning ❑Evening ❑Weekend
❑Randomly between hours of to
ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks):
iii. Parking spaces: Existing Proposed Net increase/decrease
iv. Does the proposed action include any shared use parking? DYes❑No
v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe:
vi. Are public/private transportation service(s)or facilities available within% mile of the proposed site? ❑Yes❑No
vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No
or other alternative fueled vehicles?
viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No
pedestrian or bicycle routes?
k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes®No
for energy?
If Yes:
i. Estimate annual electricity demand during operation of the proposed action:
ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or
other):
iii. Will the proposed action require a new,or an upgrade,to an existing substation? ['Yes!:No
1. Hours of operation. Answer all items which apply.
i. During Construction: ii. During Operations:
• Monday-Friday: 7 am-6 pm • Monday-Friday: typical residential hours
• Saturday: 7 am-6_pm • Saturday: typical residential hours ,
• Sunday: N/A • Sunday: typical residential hours
• Holidays: N/A • Holidays: typical residential hours
Page 7 of 13
m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes❑No
operation,or both?
If yes:
i. Provide details including sources,time of day and duration:
Typical construction noise from heavy and light construction equipment Is anticipated during construction hours for the protect.
ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? fl Yes No
Describe:
n.Will the proposed action have outdoor lighting? ®Yes❑No
If yes:
i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures:
Typical outdoor lighting for single-family residential houses.
ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? El Yes No
Describe:
o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No
If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest
occupied structures:
p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No
or chemical products 185 gallons in above ground storage or any amount in underground storage?
If Yes:
i. Product(s)to be stored
ii. Volume(s) per unit time (e.g.,month,year)
iii. Generally,describe the proposed storage facilities:
q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes No
insecticides)during construction or operation?
If Yes:
i. Describe proposed treatment(s):
ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ❑No
r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal 0 Yes f, jNo
of solid waste(excluding hazardous materials)?
If Yes:
i. Describe any solid waste(s)to be generated during construction or operation of the facility:
• Construction: tons per (unit of time)
• Operation: tons per (unit of time)
ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste:
• Construction:
• Operation:
iii. Proposed disposal methods/facilities for solid waste generated on-site:
• Construction:
• Operation:
Page 8 of 13
s.Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes® No
If Yes:
i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or
other disposal activities):
ii. Anticipated rate of disposal/processing:
• Tons/month,if transfer or other non-combustion/thermal treatment,or
• Tons/hour,if combustion or thermal treatment
iii. If landfill,anticipated site life: years
t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes No
waste?
If Yes:
i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility:
ii. Generally describe processes or activities involving hazardous wastes or constituents:
iii. Specify amount to be handled or generated tons/month
iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents:
v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No
If Yes:provide name and location of facility:
If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility:
E.Site and Setting of Proposed Action
E.1.Land uses on and surrounding the project site
a.Existing land uses.
i. Check all uses that occur on,adjoining and near the project site.
® Urban ❑ Industrial 0 Commercial ® Residential(suburban) ❑ Rural(non-farm)
❑ Forest 0 Agriculture 0 Aquatic 0 Other(specify):
ii. If mix of uses,generally describe:
b.Land uses and covertypes on the project site.
Land use or Current Acreage After Change
Covertype Acreage Project Completion (Acres+/-)
• Roads,buildings,and other paved or impervious
surfaces 0.07 0.21 +0.14
• Forested 0 0 0
• Meadows,grasslands or brushlands(non- 0 0 0
agricultural,including abandoned agricultural)
• Agricultural
(includes active orchards,field,greenhouse etc.) 0 0 0
• Surface water features
0 0 0
(lakes,ponds,streams,rivers,etc.)
• Wetlands(freshwater or tidal) 0 0 0
• Non-vegetated(bare rock,earth or fill) 0 0 0
• Other
Describe: Landscaping/Laws 0.92 0.78 -0.14
Page 9 of 13
c.Is the project site presently used by members of the community for public recreation? ❑Yes✓❑No
i. If Yes: explain:
d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No
day care centers,or group homes)within 1500 feet of the project site?
If Yes,
i. Identify Facilities:
e.Does the project site contain an existing dam? ❑Yes®No
If Yes:
i. Dimensions of the dam and impoundment:
• Dam height: feet
• Dam length: feet
• Surface area: acres
• Volume impounded: gallons OR acre-feet
ii. Dam's existing hazard classification:
iii. Provide date and summarize results of last inspection:
f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No
or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility?
If Yes:
i. Has the facility been formally closed? ❑Yes❑ No
• If yes,cite sources/documentation:
ii. Describe the location of the project site relative to the boundaries of the solid waste management facility:
iii. Describe any development constraints due to the prior solid waste activities:
g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin Yes No
property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste?
If Yes:
i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred:
h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No
remedial actions been conducted at or adjacent to the proposed site?
If Yes:
i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No
Remediation database? Check all that apply:
❑ Yes—Spills Incidents database Provide DEC ID number(s):
❑ Yes—Environmental Site Remediation database Provide DEC ID number(s):
❑ Neither database
ii. If site has been subject of RCRA corrective activities,describe control measures:
iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No
If yes,provide DEC ID number(s):
iv. If yes to(i),(ii)or(iii)above,describe current status of site(s):
Page 10 of 13
v. Is the project site subject to an institutional control limiting property uses? ❑Yes❑No
• If yes,DEC site ID number:
• Describe the type of institutional control(e.g.,deed restriction or easement):
• Describe any use limitations:
• Describe any engineering controls:
• Will the project affect the institutional or engineering controls in place? ❑Yes❑No
• Explain:
E.2. Natural Resources On or Near Project Site
a.What is the average depth to bedrock on the project site? >6.5 feet
b.Are there bedrock outcroppings on the project site? ❑Yes®No
If Yes,what proportion of the site is comprised of bedrock outcroppings?
c.Predominant soil type(s)present on project site: Deerfield Loamy Fine Sand 100 %
d.What is the average depth to the water table on the project site? Average: 9.5+/- feet
e.Drainage status of project site soils:❑ Well Drained: %of site
• Moderately Well Drained: 100%of site
❑ Poorly Drained %of site
f.Approximate proportion of proposed action site with slopes: ® 0-10%: %of site
❑ 10-15%: %of site
❑ 15%or greater: %of site
g.Are there any unique geologic features on the project site? 0 Yes®No
If Yes,describe:
h. Surface water features.
i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No
ponds or lakes)?
ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No
If Yes to either i or ii,continue. If No,skip to E.2.i.
iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ['Yes®No
state or local agency?
iv. For each identified regulated wetland and waterbody on the project site,provide the following information:
• Streams: Name Classification
• Lakes or Ponds: Name Classification
• Wetlands: Name Approximate Size
• Wetland No. (if regulated by DEC)_
v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ['Yes Ilo
waterbodies?
If yes,name of impaired water body/bodies and basis for listing as impaired:
i. Is the project site in a designated Floodway? ❑Yes®No
j.Is the project site in the 100-year Floodplain? ❑Yes ONo
k.Is the project site in the 500-year Floodplain? ['Yes[ N°
1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ®Yes EINo
If Yes:
i. Name of aquifer:Principal Aquifer
Page 11 of 13
m. Identify the predominant wildlife species that occupy or use the project site:
Native Indigenous Species.See Habitat
Study
n.Does the project site contain a designated significant natural community? ❑Yes®No
If Yes:
i. Describe the habitat/community(composition,function,and basis for designation):
ii. Source(s)of description or evaluation: _
iii. Extent of community/habitat:
• Currently: acres
• Following completion of project as proposed: acres
• Gain or loss(indicate+or-): acres
o. Does project site contain any species of plant or animal that is listed by the federal government or NYS as ®Yes❑No
endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species?
If Yes:
i. Species and listing(endangered or threatened):
Karner Blue,Frosted Elfin-Potential impact identified in databases.Please see attached habitat study for site specific analysis that determined no
occurrences of listed species above.
p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑Yes®No
special concern?
If Yes:
i. Species and listing:_
q. Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No
If yes,give a brief description of how the proposed action may affect that use:
E.3. Designated Public Resources On or Near Project Site
a. Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes No
Agriculture and Markets Law,Article 25-AA, Section 303 and 304?
If Yes, provide county plus district name/number:
b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No
i. If Yes: acreage(s)on project site?
ii. Source(s)of soil rating(s):
c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No
Natural Landmark?
If Yes:
i. Nature of the natural landmark: 0 Biological Community 0 Geological Feature
ii. Provide brief description of landmark,including values behind designation and approximate size/extent:
d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes®No
If Yes:
i. CEA name:
ii. Basis for designation:
iii. Designating agency and date:
Page 12 of 13
e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ®Yes❑No
which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS
Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places?
If Yes:
i. Nature of historic/archaeological resource: ❑Archaeological Site ®Historic Building or District
ii. Name: Site is within 650 feet of Union Avenue Historic District(Saratoga Race Course area)."No Effect'letter for project site included in SWPPP.
iii. Brief description of attributes on which listing is based:
f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ®Yes❑No
archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? *See section e.ii above.
g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No
If Yes:
i.Describe possible resource(s):
ii. Basis for identification:
h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No
scenic or aesthetic resource?
If Yes:
i. Identify resource:
ii. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway,
etc.): _
iii. Distance between project and resource: miles.
i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑Yes®No
Program 6 NYCRR 666?
If Yes:
i. Identify the name of the river and its designation:
ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ['Yes❑No
F.Additional Information
Attach any additional information which may be needed to clarify your project.
If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any
measures which you propose to avoid or minimize them.
G. Verification
I certify that the information provided is true to the best of my knowledge.
Applicant/Sponsor Name Bella Home Builders,Inc.,David Depaulo Date 12/11/2020
Signature r 4 S q 9 e tir Title Agent for Applicant
PRINT FORM Page 13 of 13
EAF Mapper Summary Report Wednesday, August 26, 2020 8:10 AM
Disclaimer: The EAF Mapper is a screening tool intended to assist
-11[79.21-1-i,4 " j 'I, t -. .I '. 179 21_2.2€. project sponsors and reviewing agencies in preparing an environmental
�,7q l_2. , 17 t_�V_ fl L_--- assessment form(EAF).Not all questions asked in the EAF are
r !179:21.122 7 5 answered by the EAF Mapper.Additional information on any EAF
1 1'179.2 1.1-25179 21-x+2v„ - 'z,17 a 21-2-14;.2 question can be obtained by consulting the EAF Workbooks. Although
-, I the EAF Mapper provides the most up-to-date digital data available to
--1 179.21-2-22 DEC,you may also need to contact local or other data sources in order
Leet c S 1 --- ‘1.7 ,.21-2-21;'• I to obtain data not provided by the Mapper.Digital data is not a
179-21-2-2
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B.i.i [Coastal or Waterfront Area] No
B.i.ii [Local Waterfront Revitalization Area] No
C.2.b. [Special Planning District] Yes - Digital mapping data are not available for alf Special Planning Districts.
Refer to EAF Workbook.
C.2.b. [Special Planning District- Name] NYS Heritage Areas:Mohawk Valley Heritage Corridor
E.1.h [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF
Potential Contamination History] Workbook.
E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF
Listed] Workbook.
E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF
Environmental Site Remediation Database] Workbook.
E.1.h.iii [Within 2,000' of DEC Remediation No
Site]
E.2.g [Unique Geologic Features] No
E.2.h.i [Surface Water Features] No
E.2.h.ii [Surface Water Features] No
E.2.h.iii-[Surface Water Features] No
E.2.h.v [Impaired Water Bodies] No
E.2.i. [Floodway] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.j. [100 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.k. [500 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
E.2.l. [Aquifers] Yes
E.2.l. [Aquifer Names] Principal Aquifer
Full Environmental Assessment Form - EAF Mapper Summary Report 1
1-.L.11. `I\QtUI Q1 V111111101 IILIGOI I VW
E.2.o. [Endangered or Threatened Species] Yes
E.2.o. [Endangered or Threatened Species- Karner Blue, Frosted Elfin
Name]
E.2.p. [Rare Plants or Animals] No
E.3.a. [Agricultural District] No
E.3.c. [National Natural Landmark] No
E.3.d [Critical Environmental Area] No
E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF
Places or State Eligible Sites] Workbook.
E.3.f. [Archeological Sites] Yes
E.3.i. [Designated River Corridor] No
Full Environmental Assessment Form - EAF Mapper Summary Report 2
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